Major Suggestion

This project comes to several immediate strategies.

Immediate strategies:

1. The ductility capacity of steel special moment frame with non-structural RC wall should be reduced from the upper limit 4.0

according to the amount of walls.

2. The seismic performance of side-slit wall is better than the wall without slit, therefore, it is value to recommend to Engineers in practical structural design.

3. The width of the slit between RC wall and special moment frame of each floor should be determined properly to optimize the drift capacity of structure.

ಃ΋ക ᆣፕ

!

ಃ΋കʳ ᆣ ፕ

ಃ΋࿯ ࣴزጔଆᆶङඳ

୯ϣ೿ѱβӦԖज़Ǵ߈ԃٰǴ࿶ᔮזೲว৖ǴӚε೿཮

୔֎Ї҇౲ᎂ۳໣ύǴ٬೭٤ε೿཮୔ёၗճҔޑβӦВᅌี

ϿǴ܊ሽଯᅍǶԶβӦሽ਱΋ޔࢂ׫ၗ܊Ӧౢԋҁख़ाԵቾӢ નϐ΋ǴЪځҽໆВ੻уख़ǴऩૈቚуࡌᑐނኴቫኧǴ߾βӦ ሽߎЍр៽ගӧ܊ሽԋҁ൩ёε൯फ़եǶኻऍ฻୯ख़ाε೿ѱ ӵફऊǵ޲уঢǵউඩǵϷᎃ߈Вҁܿ٧ޑว৖࿶ᡍى൐ॷ᜔Ǵ ёႣـ҂ٰӧ೿ѱβӦԖज़ޑ௃ݩΠǴࡌᑐوӛଯቫϯࢂѸฅ ᖿ༈Ƕ

921 Ӧ᎜ࡕǴӢ RC ᄬ೷ཞᚯᝄख़Ǵ೚ӭཥ௢ଯቫࡌਢӭ

኱ ᄦ ׯ ௦ Ҕ ໧ ܄ ၨ ٫ ޑ ᒳ ମ (SC)܈ ᒳ ମ ᒳ โ ష Ꮙ β (SRC)ᄬ

೷ǴځύόЮ٬Ҕ෧᎜੃ૈϡҹޑᇬӻǴฅԶ೚ӭࡌਢѦᕅ܈

႖໔ᕅǴӢ೷ሽ܈୯Γಞ܄฻ӢનǴϝ௦Ҕ౜൑዆࿼ߚ ่ᄬ RC ᕅǶRC ᕅᆶᒳମᄬࢎϐ่ӝБԄεӭ௦Ҕ෌ౌ୊Κଝϐখ

܄ௗӝǴӢ RC ᕅখ܄ε໧܄ৡǴᒳମᄬࢎখ܄λ໧܄٫ǴЪ ٿޣখ܄ৡ౦ࣗεǴ΋ѿᎁၶύεೕኳӦ᎜འਗǴ่ᄬᡏԖၨ

εቫ໔ᡂ׎ਔǴᒳମᄬࢎϐᡂ׎ஒॐ٬ߚ่ᄬ RC ᕅᡏౢғᝄ ख़ཞᚯǶεӦ᎜ਔᄬࢎคݤวචႣය໧܄ǴӦ᎜Κຬၸ೛ीႣ යǴᏤठ୷ۭኴቫࢊ܈୷ᘵઇᚯǴӒϷࡌᑐ่ᄬӼӄǶ٩ၸѐ

᎜্࿶ᡍǴᕅᡏᝄख़ཞᚯঅൺ຤Ҕܳ຦Ǵ٬҇౲ჹࡌނӼӄౢ

ғᅪቾǴ෧ཞࡌᑐނሽॶǶ

୯ϣπำࣚჹܭߚ่ᄬᕅϐೀ౛΋૓ᄍٯࢂ೛ीਔόी

ځமࡋ(ᇡࣁୃӼӄୁ)Ǵջ٬вಒϩ݋೛ीǴҞ߻ϐࡌᑐނ٬

Ҕᆅ౛ೕ߾ჹߚ่ᄬᕅ٠คமڋᆅ౛ೕۓǴֹπࡕǴ٬Ҕޣ۳ ۳Ӣࡌᑐᐒૈ܌ሡᏰԾஒߚ่ᄬᕅܨନ܈౽ՏǶӢԜᒳମᄬ೷

ࢂցૈ٬Ҕ႖ᕳஒߚ่ᄬ RC ᕅᆶᒳᄬࢎֹӄ႖໒Զ෧Ͽ೚ӭ

೛ी΢ǵ٬Ҕᆅ౛΢ޑ֚ᘋǴࢂπำৣࣚᜢЈ٠ߛట௖૸ϐୢ

ᚒǶ

ၸѐ୯ϣѦςԖ೚ӭ RC ᄬࢎ֖ RC ᕅ܈ᑄᕅϐ၂ᡍǴՠ

ࣗϿ຾Չᒳମᄬࢎᆶ౜൑዆࿼ RC ᕅϐϕڋ၂ᡍǶڙज़ܭ၂ᡍ

೛ഢ৒ໆǴRC ᕅ၂ᡍεӭࣁᕭЁኳࠠǴЪୃख़ܭ୊Κᕅ(่ᄬ ᕅ)மࡋᆶখࡋϐ௖૸Ƕ߈ԃٰǴ୯ϣᗨςֹԋ೚ӭεࠠ RC ᕅϷआᑄᕅமࡋ၂ᡍ܈ံம၂ᡍǴ٠ว৖р೛ीǵံமϷऐ᎜

ບᘐϩ݋ኳԄǴՠεӭ߯ଞჹߚ໧܄ל៻ંᄬࢎ֖ᕅ၂ᡍǶӢ

೛ഢ৒ໆज़ڋǴࣗϿჹ໧܄ᄬࢎϣ่֖ᄬ೛ी΢த೏۹ౣࠅቹ ៜࣗ႐ޑߚ่ᄬ RC ᕅբεࠠ၂ᡍǶҁࣴزۯុϣࡹ೽ࡌᑐࣴ

ز܌ 97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄ૈࣴزȩ^[1] ϐࣴزԋ

݀Ǵᝩុࣴزஒ႖ᕳᔈҔӧᒳମᄬࢎύϐߚ่ᄬ RC ᕅǴճҔ ϣࡹ೽ࡌᑐࣴز܌౜ԖϸΚᕅ၂ᡍ୔ё୺Չεࠠࡌᑐᄬ ׷၂ ᡍϐᓬ༈Ǵଛӝݨᓸڋ୏Ꮤ 2000 kN рΚ৒ໆϷமΚӦ݈کϸ

ಃ΋ക ᆣፕ

!

ΚᕅڰᙹႣΚᒳ෇ϐႣ੮ϾՏ࿼Ǵ୺ՉεЁκᒳମᄬࢎ֖ߚ่

ᄬ RC ᕅϐϸൺୁΚၩख़၂ᡍǴᕅᡏృଯ 2120 mm ృቨ 2650 mm (ଯቨК 0.8 ϐ 4/5 ᕭЁεࠠኳࠠ)ǴЬाҞޑࢂෳ၂ڀեࠠ

ߚ่ᄬ RC ᕅϐ໧܄ל៻ંᄬࢎǴᕅΟᜐ೛႖ᕳᆶᒳମఉࢊֹ

ӄ႖໒ࡕϐ໧܄ᆶऐ᎜܄ૈǶ

ࣁߡܭКၨ௖૸໧܄ל៻ંᒳମᄬࢎ֖Ԗ႖ᕳᕅᆶჴᕅ ՉࣁϐׯᡂǴҁࣴزीჄ၂ᡍѤ০၂ᡏǴځύٿ০ࣁ኱ྗ၂ᡏ (ჹྣಔ)Ǵϩձࣁޜᄬࢎᆶ֖ჴᕅᄬࢎǴբКჹϐҔǶќٿ০

֡ࣁ႖ᕳᕅᄬࢎ၂ᡏǴΟᜐ೛࿼႖ᕳǴ٬ߚ่ᄬ RC ᕅֹӄᆶ ఉࢊᒳମ႖໒Ǵோ႖ᕳಒ೽೛ीόӕǶ௖૸ᒳମᄬࢎ༤к౜൑

዆࿼ߚ่ᄬ RC ᕅϐቫ໔ᡂ׎ૈΚϷऐ᎜܄ૈǴයఈԋ݀ёٮ πำ೛ीჴ୍ϷೕጄঅुୖԵǶ

ಃΒ࿯ ࣴزҞޑ

ҁीฝаϣࡹ೽ࡌᑐࣴز܌ 97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐ ऐ᎜܄ૈࣴزȩ^[1] ࡌҥϐϸൺୁΚуၩ၂ᡍس಍Ǵӧࡌᑐ׷

਑ჴᡍ࠻а౜Ԗ 2000 kN ݨᓸڋ୏Ꮤෳ၂ᒳମᄬࢎϣ֖ߚ่

ᄬ RC ᕅ(҂႖໒܈႖໒)ޑऐ᎜܄ૈǶଛӝݨᓸڋ୏Ꮤکෳ၂ ጕ΢ςԖ֨࡭ڀϐ၂ᡍૈໆ೛ी၂ᡏک၂ᡍթ࿼Ǵаफ़ե၂ᡍ ԋҁǶ

ᒳମᄬࢎϣ֖ϐߚ่ᄬ RC ᕅឦ୊ΚઇᚯЬ௓ϡҹǴ97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄ૈࣴزȩ^[1]ᡉҢᄬࢎϣ֖ߚ่

ᄬ RC ᕅখࡋε໧ࡋեǴբ႖ᕳೀ౛ё፾ࡋගϲځ໧܄Ϸफ़ե ύλӦ᎜ᕅᡏౢғ᎜ཞำࡋǶҁԃࡋࣴزᝩុа่ᄬჴ ᡍࣁ ЬǴෳ၂ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈǶ

ҁࣴزෳ၂ϐ၂ᡏ֡ࣁ໧܄ל៻ંᄬࢎǴϣ֖ᕅᡏޣ֡

ࣁߚ่ᄬ RC ᕅǴځύٿ০֖ᕅ၂ᡏǴӧᕅᆶᒳମ࣬ௗೀ೛࿼

႖ᕳ٬ᕅᆶᒳମᄬࢎֹӄ႖໒Ǵ௖૸֖႖ᕳᕅ໧܄ᒳମᄬࢎϐ খࡋǵ໧ࡋǵቫ໔ᡂ׎ૈΚǵऐ᎜܄ૈϷઇᚯᐒڋǴ٠ᆶપᒳ ମᄬࢎϷ֖ RC ჴᕅ(ค႖ᕳ)ᒳମᄬࢎКၨǴӕਔКၨόӕ႖ ᕳೀ౛Бݤϐਏ੻Ǵԋ݀ёගܹ཰ࣚჹࡌᑐᒳମᄬࢎϣ֖ RC ᕅ่ᄬՉࣁϐᇡ᛽Ǵঈճࡌᑐ่ᄬ೛ीୖᏵǶ

ಃ΋ക!ᆣፕ!

ಃΟ࿯ ࣴزБݤ

ҁ ी ฝ ᔕ ܭ ϣ ࡹ ೽ ࡌ ᑐ ࣴ ز ܌ ࡌ ᑐ ׷ ਑ ჴ ᡍ ࠻ ϸ Κ ᕅ

୔Ǵа౜Ԗ 2000 kN ݨᓸڋ୏Ꮤࡼу՟ᓉΚϸൺၩख़Ǵෳ၂ᒳ ମ໧܄ל៻ᄬࢎϣ֖ߚ่ᄬ RC ᕅ܈ RC ႖ᕳᕅቫ໔ᡂ׎Չ ࣁǴኳᔕᄬࢎܭӦ᎜ύϐՏ౽ϸᔈǶ

ҁीฝϐࣴز؁ᡯӵკ 1-1 ܌ҢǴࡪႣۓ຾ࡋܭ 9 Կ 10 Дය໔Ǵӧϣࡹ೽ࡌᑐࣴز܌၂ᡍ࠻ֹԋ၂ᡏᇙբᆶෳ၂Ƕ

ࣴزೕჄຑ՗

୯ϣѦၗ਑ᇆ໣᏾౛

၂ᡏᇙբ

୺Չϸൺၩख़ෳ၂

ෳ၂่݀ኧᏵϩ݋

٩ኧॶϩ݋่݀೛ी၂ᡏ

კ 1-1 ࣴز؁ᡯ (ၗ਑ٰྍ: ҁࣴز᏾౛)

Ӣᒳମ׷਑மࡋεǴҁࣴزஒଛӝݨᓸڋ୏Ꮤϐ၂ᡍ৒

ໆୖԵ୯ϣᒳମࡌᑐᄬࢎҞ߻தҔޑጃࠠࢊک H ࠠᒳఉϷ RC

RC ᕅǴ٠ќᒧ᏷ٿ০၂ᡏբኲᕳ႖ᚆǴаՏ౽௓ڋϐϸൺୁ

Κၩख़၂ᡍᔠ૸ځܭύࡋӦ᎜ΏԿܭεӦ᎜ਔϐখࡋᆶ ໧ࡋ ߄౜Ǵ௖૸໧܄ᒳମᄬࢎ༤к൑᠗ RC ႖໔ᕅ(ߚ่ᄬᕅ)ϐቫ ໔ᡂ׎ૈΚǵऐ᎜܄ૈϷઇᚯᐒڋǴෳ၂όӕ႖ᕳಒ೽ೀ౛Б ݤϐਏ੻Ǵ຾Զගр೛ीࡌ᝼ঈճࡌᑐ่ᄬ೛ीୖᏵǶ

კ 1-2 ҁࣴزෳ၂թ࿼კ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ҁࣴز٩Ᏽ 97 ԃࡋ၂ᡍ࿶ᡍਡᆉ၂ᡏமࡋǴ٠ଛӝჴᡍ

࠻౜Ԗ೛ഢǴ೛ी၂ᡏϷ၂ᡍթ࿼ӵკ 1-2 ܌ҢǴ၂ᡏࣁൂቫ

໧܄ᒳମᄬࢎ(ځύΟ০ϣ֖ RC ᕅ)Ǵଛӝ౜Ԗڰᙹܭࠄୁϸ Κᕅ 2000 kN ݨᓸڋ୏ᏔǵӦ݈Ⴃ੮ϾՏǴа 14 Ѝޔ৩ 50 mm ϐႣΚᒳ෇ࡼуႣΚஒ၂ᡏ RC ୷০ڰᙹܭமΚӦ݈΢Ǵࠄч ٿୁӆа΋ჹᒳᇙϸΚ০֨࡭ՐǴ၂ᡏ୷০ᆶϸΚ০ϐ໔ᕳሜ аଯமࡋҡᆯ༤ᅈǶݨᓸڋ୏Ꮤа֨࡭ڀႄՐఉٿᆄࡼуՏ౽

ಃ΋ക!ᆣፕ!

௓ڋϐϸൺၩख़Ǵॐ٬ᕅᡏ܍ڙࠄчӛቫ໔ᡂ׎ǴܿՋӛ(य़ ѦБӛ)ճҔՋୁϸΚᕅࢎ೛ࠠᒳಔӝԋϐୁኖǴ٠ගٮ΋ྖ

୏Ѝ܍य़Ǵ໻৒೚ᕅܭࠄчБӛय़ϣᡂ׎Ǵ״ڋځय़Ѧᡂ׎Ƕ ၂ᡏӅೕჄ 4 ০Ǵӵკ 1-3 ܌ҢǴಃ 1 ০၂ᡏጓဦ SMFǴ ࣁ኱ྗᄬࢎǴෳ၂ޜᄬࢎୁΚமࡋᆶ໧ࡋǴಃ 2 ০၂ᡏጓဦ SMFWǴෳ၂ᒳମᄬࢎ֖౜൑዆࿼ߚ่ᄬ RC ᕅ(ჴᕅ)Ǵᕅᡏ

ࠟޔӛᆶНѳӛ֡ଛ࿼നλᒳโໆϐᒳโǴᕅ҂բ੝ਸೀ౛Ǵ

᏾ᡏமࡋஒε൯ගଯǴՠ໧ࡋ෧ϿǶಃ 3 Ϸಃ 4 ০၂ᡏϩձጓ ဦࣁ SASZ Ϸ SASUǴࣁόӕಒ೽׎Ԅϐͣ׎႖ᕳ֖ᕅᄬࢎ၂ ᡏǴᕅѦڬΟᜐ(ٿୁϷ΢Б)ᆶᒳମ࣬ௗೀ೛࿼႖ᕳ٬ᕅᆶᄬ

ࢎֹӄ႖໒Ǵёᗉխᕅᡏቹៜᒳମᄬࢎ߃යϐ่ᄬՉࣁǴځம ࡋᆶ໧ࡋᔈϟܭಃ 1 ০ᆶಃ 2 ০ϐ໔Ƕ

ޜᄬࢎ ค႖ᕳ RC ᕅ Z ႖ᕳ RC ᕅ ѳ႖ᕳ RC ᕅ კ 1-3 ၂ᡏ߃؁ೕჄ

(ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ڙज़ܭڋ୏Ꮤ৒ໆǴҁࣴز RC ᕅᕅࠆ 100 mmǴᕅృଯ 2120 mmǴృቨ 2650 mmǴऊࣁ 4/5 ᕭЁεࠠኳࠠǴ௦Ҕமࡋ 20.6 MPa (210 kgf/cm²)ϐషᏉβǴଛ࿼നϿᒳโໆǶ൩ଯቨК

0.8 ޑᕅԶقǴᔈឦ୊ΚઇᚯЬ௓ϐեࠠᕅǶ

ҁࣴزਥᏵ 98 ԃ 2 Д 4 Вϣࡹ೽ຑᒧہ঩Ϸ 98 ԃ 6 Д 2 Вಃ΋ԛ஑ৎ০ፋ཮ہ঩ࡌ᝼Ǵஒߚ่ᄬ RC ᕅ႖ᕳቨࡋ೛ी

ࣁ 35 mmǴεܭᕅଯϐ 1.5%ǴҞޑӧफ़ե߃යϐӦ᎜ϸᔈǴ ዴߥᄬࢎफ़ҷ߻Ǵᕅᡏό཮ௗ᝻ᄬࢎౢғ຋ᕳǴЪύԿεೕኳ Ӧ᎜ΚբҔΠ֖ᕅᄬࢎૈڀԖ໧܄ՉࣁǶ႖ᕳᕅ၂ᡏϐ႖ᕳ֡

௦ֹӄ႖໒БԄೀ౛Ǵ٠ӧ႖ᕳಒ೽೛ी΢ዴߥځᛙۓ܄ᆶ΋

ठ܄Ǵᗉխ༟܄໘ࢤౢғय़Ѧᡂ׎Ƕ

၂ᡍֹԋࡕஒӚ၂ᡏ၂ᡍၗ਑᏾౛ᛤკǴϩ݋؃рӦ᎜

ϸᔈঅ҅߯ኧǵ໧܄ש෧Ӣηǵ่ᄬၸம߯ኧϷՏ౽ܫεӢη

฻ୖኧǶ٠а୘཰೬ᡏ຾Չߚጕ܄ኧॶኳᔕǴפр፾ӝϐ༟ላ

܄፦Ǵӆ຾ՉӭၠӭቫϐำԄኳᔕǴ௖૸໧܄ל៻ᄬࢎ֖ᕅࡕ ϐৡ౦܄Ǵගٮ๏཰ࣚୖԵǶ

ಃ΋ക!ᆣፕ!

ಃΒക!Ў᝘ӣ៝!

ಃΒക Ў᝘ӣ៝

ಃ΋࿯ ᇆ໣ϐၗ਑

ҁࣴزᇆ໣୯ϣѦ࣬ᜢЎ᝘Ӆ 22 ጇ:

(1) ᇆ໣୯ϣ࣬ᜢЎ᝘Ӆ 16 ጇ[1]-[16]Ǵхࡴ೚प໢௲௤

ᆶቅҏЎ௲௤ࣴزი໗Ծ 1985 ԃଆ຾Չ΋سӈᒳโషᏉβե

ࠠᕅ(֖ኲᕳᕅ)ᕭλЁκ၂ᡏ၂ᡍࣴزǴᘜયрኲᕳ୊Κᕅϐ மࡋीᆉǵখࡋीᆉϷऐ᎜ບᘐ࿶ᡍϦԄ^[2] (1998)Ƕ໣໣εӦ

᎜ࡕǴጰ࿤ٰ่ᄬמৣᇆ໣ӚБ᎜ؠፓࢗၗ਑Ǵ᏾౛рࡌᑐނ ઇᚯࠠᄊ٠ϩ݋ځচӢ^[3] (2000)Ƕ2001 ԃଆߋᝬ҅௲௤ᆶቅҏ Ў௲௤ࣴزი໗ࣁׯؼ RC ୊Κᕅϐ໧܄຾ՉΑ΋سӈௗ߈ჴ Ёκϐε֖ࠠᕅᄬࢎ၂ᡍǴ٠ว৖р୊Κᕅ-ᄬࢎϕڋՉࣁኧ ॶኳᔕБݤ^[4]ǶӧԜӕਔǴ୯ৎӦ᎜πำࣴزύЈҭଞჹཥπ ݤ (х ࡴ ཥ ࡌ Ϸ ᎜ ࡕ অ ൺ ံ ம )຾ Չ ೚ ӭ ֖ ᕅ ࡌ ᑐ ᄬ ࢎ ϐ ε ࠠ ၂ᡍࣴزᆶϩ݋^[5]-[10]Ƕቅߪذ௲௤ࣴزი໗٩Ᏽ໣໣Ӧ᎜ؠ

୔౜Ӧ୎ࢗᇆ໣ډϐ่ᄬၗ਑ǴаᓉΚϷ୏Κϩ݋ᡍ᛾୎่ࢗ

݀Ǵว౜ߚ่ᄬᕅჹ໧܄ᄬࢎ่ᄬՉࣁቹៜࣗ႐^[11] (2002)Ƕύ

๮҇୯ᒳ่ᄬڐ཮ہૼ҉৚πำ៝ୢԖज़Ϧљ᏾౛рᒳ ମࡌ ᑐߚ่ᄬᕅୖԵЋн^[12] (2007)Ƕϣࡹ೽ࡌᑐࣴز܌ 97 ԃࡋہ

ૼࣴزൔ֋Ȩࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄ૈࣴزȩКၨޜᄬࢎǵ ჴᕅᆶΟᜐ೛࿼΅ࠠ႖ᕳ֖ᕅᄬࢎϐ၂ᡍ่݀Ǵߚ่ᄬ RC ᕅ ჹ໧܄ל៻ંᄬࢎϐமࡋϷ໧܄ዴԖቹៜ^[1] (2008)ǶୖԵݤೕ

Ϸ ೕ ጄ х ࡴ ϣ ࡹ ೽ Ⴇ Ѳ ϐ ࡌ ᑐ ނ ऐ ᎜ ೛ ी ೕ ጄ Ϸ ှ ᇥ^[13]

(2006)Ǵᒳᄬ೷ࡌᑐނᒳ่ᄬ೛ीמೌೕጄ^[14] (2007)Ǵᒳ่ᄬ

೛ीЋнཱུज़೛ीݤ^[15] (2005)ǴаϷύ୯βЕНճπำᏢ཮ጓ

๱ϐషᏉβπำ೛ीೕጄᆶှᇥ^[16] (2007)Ƕ

(2) ᇆ໣୯Ѧ࣬ᜢЎ᝘Ӆ 6 ጇ[17]-[22]ǴхࡴВҁࡌᑐᏢ

཮ጓ๱ϐᒳโషᏉβᄬ೷ࡌނऐ᎜೛ीࡰଞಃ 11 കჹߚ่ᄬ

೽ ׷ ϐ ᄬ ೷ ೕ ۓ^[17] (1999)Ƕ ऍ ୯ ફ ऊ Ԁ ҥ ε Ꮲ Н Ф ࠤ ϩ ਠ Gulec റγࣴز঩ᆶ Andrew S. Whittaker ௲௤༼᏾ᒳโషᏉβ եࠠᕅෳ၂Ў᝘Ǵ٠Кၨ ACI 318-05 Chap.21.8ǵACI 318-05 Chap.11.10ǵBarda et al.ǵASCE/SEI 43-05 Ϸ Wood ϖᅿ RC ᕅ୊Κமࡋ࿶ᡍϦԄϐႣෳྗዴ܄^[18]-[19]Ƕҁࣴز၂ᡏ RC ೛

ीୖԵऍ୯ ACI 318-08 ೛ीೕጄ^[20]Ǵ၂ᡍуၩБԄୖԵऍ୯ ACI 374.1-05^[21]ࡌ᝼Ƕ၂ᡏ၂ᡍ่݀໧܄৒ໆᆶၸம߯ኧϐϩ

݋௖૸ǴୖԵऍ୯ FEMA 368 ೕጄ^[22]Ƕ

ಃΒക!Ў᝘ӣ៝!

ಃΒ࿯ Ў᝘ϩ݋

٩ Ᏽ ύ ๮ ҇ ୯ ᒳ ่ ᄬ ڐ ཮ ہ ૼ ҉ ৚ π ำ ៝ ୢ Ϧ љ ܌ ๱ Ȩᒳମࡌᑐߚ่ᄬᕅୖԵЋнȩ^[12] ፓࢗǴ୯ϣᒳ่ᄬதҔޑ ϣᕅس಍ԖଳԄମࢎԄय़݈س಍ǵྒྷԄମࢎԄय़݈س಍(ᇸ፦

ឲዀ)ǵ݈ТԄس಍(ALC ݈ᕅ)ǵ༧ࣵԄس಍(ALC ᑄᕅǵआᑄ ᕅ)ǵ໺಍ᒳโషᏉβᕅǶதҔޑѦᕅس಍Ԗ஧ჿᕅǵALC ݈ Ѧᕅǵ໺಍ᒳโషᏉβᕅǶՠ୷ܭՐӻٛНǵ႖ॣǵᆶӼӄ฻

፾Ҕ܄Ǵу΢୯ϣࡼπಞ܄کԋҁԵໆǴ೚ӭѦᕅ܈႖໔ᕅϝ εໆ௦Ҕ౜൑዆࿼ޑߚ่ᄬ RC ᕅ܈ᇸ፦షᏉβឲዀᕅǶՠᒳ ମࡌᑐӧ่ᄬس಍΢ឦࢋ܄ࡌᑐǴখ܄ᕅᏛ཮֫ᛖЬᡏ่ᄬᡂ

׎Ǵ೷ԋ֎ԏၸεӦ᎜ΚǶ໣໣εӦ᎜ࡕǴጰ࿤ٰ่ᄬמৣᇆ

໣ӚБ᎜ؠፓࢗၗ਑Ǵ᏾౛рࡌᑐނઇᚯࠠᄊ^[3]ǴନషᏉβம ࡋόىǵࢊ⢪โ໔ຯϼεǵࢊЬโុௗୢᚒаѦǴځᎩ᚛ኴࢊ

ઇᚯǵอࢊઇᚯϷ೬১ቫઇᚯǴزځচӢӭᆶߚᄬᕅԖᜢǶ ୯ϣ೚प໢௲௤ǵᄃችܴ௲௤کቅҏЎ௲௤฻ࣴزი໗ Ծ҇୯ 74 ԃଆǴ຾ՉΑ΋سӈϐᒳโషᏉβեࠠᕅ(֖ኲᕳᕅ) ᕭλЁκ၂ᡏ၂ᡍࣴزǴനࡕ٠ࡌҥΑ፾ҔᒳโషᏉβեࠠᕅ ޑமࡋीᆉǵখࡋीᆉϷऐ᎜ບᘐ฻࿶ᡍϦԄ^[2]ǴࣴزᡉҢᒳ โషᏉβ୊Κᕅϐୁӛᡂ׎ૈΚৡǴᕅᡏቚ೛፛ӛኲᕳࡕǴኲ ᕳᕅ৒೚ୁՏ౽ёቚεǴЪёᗉխ୊Κᕅ௹຋ᕳр౜ࡕޑᝄख़ খࡋଏϯǴዴჴёׯ๓୊ΚᕅޑલᗺǴԋࣁࡐӳޑ֎ૈᄬ׷Ƕ

ߋᝬ҅௲௤ᆶቅҏЎ௲௤ࣴزი໗ࣁׯؼ RC ୊Κᕅϐ໧܄຾

Չ΋سӈᕅᡏଯቨКӧ 0.74~1.0 ϐ໔ௗ߈ჴЁκϐε֖ࠠᕅ ᄬࢎ၂ᡍǴෳ၂৻׎ଛโჴᕅᆶ໺಍ࠟޔНѳଛโϐჴᕅک፛

ᕳᕅϐ౦ӕǴࡌҥኳᔕ֖ RC ୊Κᕅ(֖ኲᕳᕅ)ᄬࢎၩख़-Տ౽ ᜢ߯ϐኧॶኳᔕԔጕǴ٠ᆶ၂ᡍ่݀Кჹ ^[4]Ƕ

୯ৎӦ᎜πำࣴزύЈ໳Шࡌ௲௤฻ࣴزი໗ 2002 ԃෳ

၂ 12 ঁ၂ᡏǴࣴز֖໒α RC ᕅߚ໧܄ᄬࢎϐऐ᎜Չࣁ^[5]Ƕځ ύ֖ᕅᄬࢎ၂ᡏᕅଯ 1700 mm ቨ 2500 mmǴଯቨК 0.68Ǵ၂ ᡍ่݀ߚ໧܄ޜᄬࢎനεமࡋวғӧቫ໔ᡂՏف 1.5% ѰѓǴ

֖ᕅᄬࢎനεமࡋวғӧቫ໔ᡂՏف 0.75% ѰѓǴڀ໒α֖

ᕅᄬࢎനεமࡋࣗԿวғӧቫ໔ᡂՏف 0.5% ѰѓǴᡉـᕅ໒ α཮फ़եᄬࢎϐቫ໔ᡂ׎ૈΚǶ

୯ৎӦ᎜πำࣴزύЈഋਁ๮௲௤฻ࣴزი໗ 2003 ԃෳ

၂ 5 ঁ၂ᡏǴࣴز SCFRP ᔈҔܭ֖ᑄᕅߚ໧܄ᄬࢎϐᕅऐ᎜

ံமჴᡍᆶϩ݋^[6]Ƕ၂ᡏᕅଯࣁ 1700 mmǴଯቨК 0.68Ǵ၂ᡍ

่݀Ǵ֖Ԗ 0.5B ᑄᕅޣǴځࠂࡋᆶமࡋ٩ׇࣁޜᄬࢎϐ 1.67 ७ᆶ 1.38 ७Ǵа SCFRP ံமᑄᕅ(X ࠠ)ࡕǴځࠂࡋᆶமࡋ٩

ׇࣁޜᄬࢎϐ 2.59 ७ᆶ 2.3 ७Ƕ֖Ԗ 1B ᑄᕅޣǴځࠂࡋᆶம ࡋ٩ׇࣁޜᄬࢎϐ 2.83 ७ᆶ 1.7 ७Ǵа SCFRP ံமᑄᕅ(X ࠠ) ࡕǴࠂࡋᆶமࡋ٩ׇࣁޜᄬࢎϐ 2.89 ७ᆶ 2.55 ७Ƕॶளݙཀ ޑࢂߚ໧܄ޜᄬࢎᆶ֖ᕅᄬࢎ၂ᡏനεமࡋ֡วғӧቫ ໔ᡂ

ಃΒക!Ў᝘ӣ៝!

Տ 0.75%ѰѓǶ୯ৎӦ᎜πำࣴزύЈ໳ࡿᏌ௲௤฻ࣴزი໗ 2003 ԃෳ၂ 6 ঁ၂ᡏǴࣴز CFRP ᔈҔܭ֖ᑄᕅߚ໧܄ᄬࢎ

ϐࢊऐ᎜ံமჴᡍᆶϩ݋^[7]Ƕ၂ᡏᕅଯҭࣁ 1700 mmǴଯቨК 0.68Ǵ၂ᡍ่݀Ǵ֖Ԗ 1B ᑄᕅ(ӄଯ)ಔǴځࠂࡋᆶமࡋ٩ׇϩ ձࣁޜᄬࢎϐ 2.62 ७ᆶ 1.15 ७Ǵа CFRP ံமࢊ(ӄхᙟ)ޣǴ

߾ࣁޜᄬࢎϐ 2.40 ७ᆶ 1.39 ७Ƕ1B ᑄᕅ(ъଯ)ಔǴځࠂࡋᆶ மࡋ٩ׇϩձࣁޜᄬࢎϐ 2.79 ७ᆶ 1.13 ७Ǵа CFRP ံமࢊ(ӄ хᙟ)ޣǴࣁޜᄬࢎϐ 1.96 ७ᆶ 1.29 ७Ƕॶளݙཀࢂ֖ᕅᄬࢎ

၂ ᡏ ᆶ ߚ ໧ ܄ ޜ ᄬ ࢎ ၂ ᡏ ന ε ம ࡋ ֡ ว ғ ӧ ቫ ໔ ᡂ Տ 1%Ѱ ѓǴа CFRP хᙟࢊံமࡕǴځനεமࡋวғӧቫ໔ᡂՏ 3%Ƕ ىـ CFRP ׯؼ܈ံமࢊϐ໧܄Ǵёε൯ቚуჹቫ໔ᡂՏϐה ڙࡋǴՠჹ᏾ᡏࠂࡋϷமࡋคଅ᝘Ƕ

୯ৎӦ᎜πำࣴزύЈ஭୯ᙼ௲௤฻ࣴزი໗ 2003 ԃෳ

၂ 5 ঁ၂ᡏǴࣴز RC ໧܄ᄬࢎ֖ᑄᕅϐऐ᎜ံமՉࣁ^[8]Ƕځ ύ֖ᕅᄬࢎ၂ᡏᕅଯ 1550 mm ቨ 2500 mmǴଯቨК 0.62Ǵу

ၩБԄ௦Ҕᒳ൰঺Րӄఉ֡Ϭ໺ሀНѳΚǴᆶ߻Οጇࣴ زό ӕǶ၂ᡍ่݀Ǵ໧܄ RC ޜᄬࢎϷ֖ᑄᕅᄬࢎനεமࡋ֡วғ ӧቫ໔ᡂՏف 3%ѰѓǶ֖Ԗ 1/2B ᑄᕅϐ֖ᕅᄬࢎǴځࠂࡋᆶ மࡋ٩ׇࣁޜᄬࢎϐ 2.02 ७ᆶ 1.34 ७Ǵᕅٿय़а CFRP ֹӄ ༡ѲံமࡕǴځࠂࡋᆶமࡋ٩ׇࣁޜᄬࢎϐ 3.84 ७ᆶ 1.68 ७Ǵ

֖Ԗ 1B ᑄᕅϐ֖ᕅᄬࢎǴځࠂࡋᆶமࡋ٩ׇࣁޜᄬࢎϐ 2.94

٩ׇࣁޜᄬࢎϐ 6.14 ७ᆶ 2.51 ७Ƕ၂ᡍ่݀ёـᑄᕅٿय़а CFRP ֹӄ༡ѲံமࡕǴคፕჹࠂࡋǵமࡋ֡ԖගϲǴЀځჹ ߃යࠂࡋගϲࣗ႐ǴံமלୁΚૈΚཱུڀਏ݀Ƕ

ऍ ୯ ફ ऊ Ԁ ҥ ε Ꮲ Н Ф ࠤ ϩ ਠ Gulec റ γ ࣴ ز ঩ ᆶ Andrew S. Whittaker ௲௤༼᏾ෳ၂Ў᝘ǴӅᇆ໣ 120 ঁᒳโష Ꮙβեࠠᕅ၂ᡍǴ٠Кၨ ACI 318-05 Chap.21.8ǵACI 318-05 Chap.11.10ǵBarda et al.ǵASCE/SEI 43-05 Ϸ Wood ϖᅿ RC ᕅ୊Κமࡋ࿶ᡍϦԄϐႣෳྗዴ܄^[18]-[19]Ƕ

Կܭߚ่ᄬᕅჹᄬࢎϐቹៜǴ୯ϣ೚ӭѦቩᐒᄬᆶ஑ৎ Ꮲޣࡌ᝼а႖ᕳஒᕅᆶᄬࢎ႖໒Ǵᗉխե՗ߚ่ᄬᕅখࡋǴЇ ଆຬၸႣයϐӦ᎜ϸᔈ܈ᔈΚ໣ύ౜ຝǶՠ႖໒ࡕϐਏ݀ᆶऐ

᎜ՉࣁǴԿҞ߻ࣁЗǴࣗϿԖ࣬ᜢϐε่ࠠᄬ၂ᡍࣴزǶӢ୯

௃όӕǴ୯Ѧଯቫᒳମࡌᑐߚ่ᄬᕅεӭ௦Ⴃ᠗ᕅ݈ǴࡐϿ଺

ᔸԄπݤǴӢԜ೭೽ϩሦୱǴሡ୯ϣԾՉࣴزǶ

΋૓ᒳମᄬࢎϣ֖ޑߚ่ᄬ RC ᕅ൳Я֡ࣁ୊ΚઇᚯЬ

௓ޑեࠠᕅǴଯቨКλܭ 1ǴჹܭӭኴቫࡌᑐᄬࢎԶقǴRC ᕅڙᄬࢎӚኴቫቫ໔࣬ჹᡂ׎ᔒᓸԶౢғჹفᓸΚᆶ஭ΚǴ೷

ԋ௹ӛ୊Κ໒຋ᆶઇཞǶեࠠ RC ᕅϐቫ໔ᡂ׎ૈΚᒿଯቨК फ़եԶफ़եǴջখࡋຫεޑեࠠᕅځᡂ׎ૈΚຫեǶ

ך୯ 95 ԃࡌᑐނऐ᎜೛ीೕጄϷှᇥ^[13] 1.2 ࿯ϐऐ᎜೛

ी୷ҁচ߾Ϣ೚ӣᘜය 2500 ԃനεԵໆӦ᎜่ᄬނ٬Ҕϐ໧

ಃΒക!Ў᝘ӣ៝!

܄ёаၲډځ໧܄৒ໆǶ1.5 ࿯ᇥܴೕጄुۓ೛ीӦ᎜ΚਔǴ Եቾࡌᑐނϐ໧܄৒ໆԶஒ೛ीӦ᎜Κש෧Ƕࡺ໧܄৒ໆቹៜ ࡌᑐނϐӼӄࣗ႐Ǵ1.7 ࿯ஒ΋૓ϐ่ᄬس಍ཷϩࣁѤᜪ:(1)

܍ख़ᕅس಍(2)ᄬࢎس಍(3)ל៻ંᄬࢎس಍(4)Βϡس಍ǶԶҁ

ࣴ ز ϐ ໧ ܄ ᒳ ମ ᄬ ࢎ ֖ ߚ ่ ᄬ RC ᕅ ᔈ ឦ ܭ ಃ (3)ᜪ ܈ ಃ (4) ᜪǴ٩ೕጄ߄ 1.3 ่ᄬس಍໧܄৒ໆёڗ 4.0ǶԶ໧܄ᄬࢎᆶ ߚ่ᄬ RC ᕅΟᜐ೛ी႖ᕳֹӄ႖໒ޑس಍ǴҞ߻ೕጄ٠ค࣬

ᜢޑೕۓǶЪ֖ߚ่ᄬ RC ᕅϐ໧܄ᒳମᄬࢎࢂցૈၲډ໧܄

৒ໆ 4.0ǻۘࡑ၂ᡍ՘᛾Ǵሡ୯ϣᏃೲԾՉࣴزǶ

1999 ԃ 9 Д 21 Вᆵ᡼໣໣εӦ᎜ύǴԖ࣬྽ӭ೬১ۭቫ ࡌނॹ༥ϐਢٯǴࡺೕጄ 2.17 ࿯^[13]ೕۓཱུज़ቫ୊Κமࡋϐᔠ ਡǴ٬ࡌᑐނӚቫڀԖ֡Ϭϐཱུज़୊ΚமࡋǴᗉխᡉ๱১ቫӸ ӧǴЪೕۓᔠਡཱུज़ቫ୊Κமࡋਔ໪ीϷߚ่ᄬᕅ܌ගٮϐம ࡋǴа٬ૈዴϪᔠਡрࡌᑐނϐ১ቫǶԿܭ֖ߚ่ᄬᕅ่ᄬނ ޑཱུज़ቫ୊ΚமࡋӵՖीᆉǴᗨฅᕅϷᄬࢎϐཱུज़மࡋܭӦ᎜

ਔ೯தό཮ӕਔډၲǴՠҗܭᔠਡϐҞޑ໻ӧஒӢߚ่ᄬᕅ܌

೷ԋϐ১ቫޑ౜ຝᔠਡрٰǴ܌аीᆉ֖ߚ่ᄬᕅཱུज़ቫ୊Κ மࡋਔёϩձीᆉᄬࢎϷߚ่ᄬᕅޑமࡋǴฅࡕޔௗ࣬уԶள ၀ቫϐཱུज़ቫ୊ΚமࡋǶҗܭࢊǵRC ୊Κᕅǵߚ่ᄬ RC ᕅ ᆶᑄᕅઇᚯਔൂՏय़ᑈჹᔈૈ܍ᏼޑ୊ΚόӕǴӢԜа RC ୊ Κᕅޑय़ᑈࣁ୷ྗǴRC ࢊǵߚ่ᄬ RC ᕅᆶᑄᕅϐԖਏय़ᑈ

ΚჹπำৣԶقǴዴჴගٮΑ٩ᏵΞᙁܴޑᒤݤǴόၸीᆉԖ ਏय़ᑈ܌४ޑ߯ኧࢂցߥӺǴᗋሡा၂ᡍᡍ᛾Ƕ

ϣࡹ೽ࡌᑐࣴز܌ 97 ԃࡋȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄

ૈࣴزȩہૼࣴزൔ֋Ǵ׵ֻϘǵԙྷ౺ǵഋ҉ᓄ^[1]Ӆෳ၂Ѥ ০εЁκᒳโషᏉβ၂ᡏǴӵკ 2-1 ܌ҢǴҞޑӧෳ၂ߚ่ᄬ RC ᕅаኲᕳஒᕅᆶᄬࢎϩᚆࡕϐऐ᎜ՉࣁǶځύୖԵ၂ᡏ 2 ০Ǵ΋০ࣁ໧܄ל៻ંᄬࢎ MFǴќ΋০ࣁ໧܄ל៻ંᄬࢎ֖ߚ

่ᄬ RC ᕅ MFWǹჹྣ၂ᡏ 2 ০Ǵ΋০ࣁ໧܄ל៻ંᄬࢎ֖ӄኲ ᕳᕅ ASǴќ΋০ࣁ໧܄ל៻ંᄬࢎ֖ъኲᕳᕅ AI4ǶӚ၂ᡏϐ໧

܄ל៻ંᄬࢎǴ߯٩ྣ౜Չऐ᎜೛ीೕጄ଺໧܄೛ीǴࢊӄࢤ Ϸఉᆄࣁᆙஏ⢪โǴ٠ଛ࿼ऀකᛠโǶ၂ᡏЁκϷଛโ ӵკ 2-2 ܌ҢǴѤ০၂ᡏ၂ᡍ่݀ӵკ 2-3 Ϸკ 2-7 ܌ҢǶ

ఉࢊᄬࢎ คኲᕳ RC ᕅ ӄ໒ኲᕳ RC ᕅ ъ໒ኲᕳ RC ᕅ კ 2-1 ࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜Չࣁࣴز၂ᡏ

(ၗ਑ٰྍ: ୖԵਜҞ[1])

ಃΒക!Ў᝘ӣ៝!

B

A

A-A B-B

B

A

კ 2-2 ໧܄ל៻ᄬࢎଛโ (ၗ਑ٰྍ: ୖԵਜҞ[1])

໧܄ל៻ંᄬࢎ኱ྗ၂ᡏ MF ዴჴૈวචႣය໧܄Ǵӵ კ 2-4 ܌ҢǴऊӧቫ໔ᡂՏف 1% ࡕफ़ҷǴלୁΚமࡋёᆢ࡭

Կቫ໔ᡂՏف 4% Զ҂Ԗܴᡉ૰෧Ǵఉࢊёว৖р༟ላǴऐ᎜

ՉࣁؼӳǶ

֖ߚ่ᄬ RC ᕅϐ໧܄ל៻ંᄬࢎ MFW ၂ᡍ่݀ӵკ 2-5

܌ҢǴӢڙᕅᡏ୊ΚઇᚯቹៜǴ೷ԋ֖ᕅᄬࢎӧቫ໔ᡂՏفຬ р 1% ࡕόΦջၲډനεלୁΚமࡋԶِೲ૰෧ઇᚯǴځཱུज़ לୁΚமࡋࣁ኱ྗ໧܄ל៻ંᄬࢎ MF ϐ 3 ७(კ 2-8)Ǵՠ໧܄

Ϸऐ᎜੃ૈՉࣁࠅཱུৡǴࡺߚ่ᄬ RC ᕅჹᄬࢎϐቹៜࣗ႐Ƕ

֖ӄኲᕳᕅᄬࢎ၂ᡏ AS ஒ RC ᕅᡏѰѓϷۭ೽ᆶᄬࢎբ

ֹӄ႖໒Ϫപᕳቨ 3 ϦϩǴ၂ᡍ่݀ӵკ 2-6 ܌ҢǴ྽ఉࢊᄬ

ࢎၲቫ໔ᡂՏف 1.2% ਔǴኲᕳஏӝᆶᄬࢎௗ᝻ᕅᡏω໒ۈڙ ΚǴΟᜐኲᕳ٬ᕅᡏҗᚈԔ౗୊ΚઇᚯኳԄᙯࣁൂԔ౗ኙ୊ઇ ᚯǴӢԜ֖ӄኲᕳᕅᄬࢎёᆢ࡭ୁΚமࡋԿቫ໔ᡂՏف 4% Զ

҂Ԗܴᡉ૰෧Ǵऐ᎜ՉࣁؼӳǶཱུज़לୁΚமࡋࣁ኱ྗ໧܄ל

៻ંᄬࢎ MF ϐ 1.6 ७(კ 2-8)Ƕ

ъኲᕳᄬࢎ၂ᡏ AI4 ஒ RC ᕅᡏΟᜐڅኲǴኲቨҭࣁ 3 ϦϩǴՠߥ੮ 1/3 ᆶᄬࢎ࣬ೱ(40 mm)Ъஒᕅᡏᒳโۯ՜শΕ ᄬࢎϣǴᕳቨӕኬё৒הቫ໔ᡂՏفεܭ 1%Ǵ၂ᡍ่݀ӵკ 2-7 ܌ҢǴӢᕅᡏϝԖ 40 mm ᆶᄬࢎ࣬ೱǴ၂ᡏ߃යࠂࡋϷՉ ࣁཱུௗ߈֖ᕅᄬࢎ MFWǴޔԿቫ໔ᡂՏၲ 0.5% ၀ೀషᏉβ

೏୊ᚯᓸውࣁЗǴฅࡕځപጕࠂࡋϷமࡋِೲӛӄኲᕳ֖ᕅᄬ

ࢎ AS ᖿ߈ǴԿቫ໔ᡂՏ 2% ਔǴᕅᡏኲᕳഈӝ٬לୁΚமࡋ ӆࡋගϲǴཱུज़לୁΚமࡋࣁ኱ྗ໧܄ל៻ંᄬࢎ MF ϐ 1.85 ७(კ 2-8)ǶՠӢᕅᒳโۯ՜ԿᄬࢎϣǴӧϸൺୁΚբҔΠǴ ᒳโ਋Ԕ٬షᏉβগပᝄख़ǶԜୢᚒᔈӆ຾΋؁ࣴزǴᗉխύ ԿεӦ᎜ਔᕅᡏၸԐઇ࿗௞ပ໾ΓǶ

КၨѤ০၂ᡏϐ௢Κୁൂӛх๎ጕӵკ 2-9 ܌ҢǴӚ၂ᡏ ว৖рനεלୁΚϐᐒڋόӕǴځύ MF Ϸ AS ٿ০၂ᡏӧቸ

܄໘ࢤࠂࡋၨλǴᄬࢎफ़ҷࡕமࡋϝ጗؁ගϲޔډቫ໔ᡂՏف

ಃΒക!Ў᝘ӣ៝!

MF ၂ᡏ ቫ໔ᡂ׎ف(1.5%) MFW ၂ᡏ ቫ໔ᡂ׎ف(1.5%)

AS ၂ᡏ ቫ໔ᡂ׎ف(1.5%) AI4 ၂ᡏ ቫ໔ᡂ׎ف(1.5%) კ 2-3 ໧܄ᄬࢎ֖ RC ᕅ၂ᡏቫ໔ᡂ׎ف 1.5%ྣТ (ၗ਑ٰྍ: ҁࣴز᏾౛)

pull

push

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%) -1500

-1000 -500 0 500 1000 1500 2000 2500

Lateral Load (kN)

MF

721 kN

1% Drift

1.5% Drift

4.0% Drift კ 2-4 MF ၂ᡏୁΚ-ቫ໔ᡂՏفϷ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴز᏾౛)

pull

push

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%) -1500

Lateral Load (kN)

MFW ^{2176 kN}

1% Drift

1.5% Drift

2.2% Drift კ 2-5 MFW ၂ᡏୁΚ-ቫ໔ᡂՏفϷ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴز᏾౛)

pull

push

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%) -1500

Lateral Load (kN)

AS

1147 kN 1% Drift

1.5% Drift

4.0% Drift pull

push

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%) -1500

Lateral Load (kN)

AS

1147 kN 1% Drift

1.5% Drift

4.0% Drift კ 2-6 AS ၂ᡏୁΚ-ቫ໔ᡂՏفϷ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴز᏾౛)

ಃΒക!Ў᝘ӣ៝!

pull

push

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%) -1500

Lateral Load (kN)

AI4

1337 kN 1% Drift

1.5% Drift

3.0% Drift კ 2-7 AI4 ၂ᡏୁΚ-ቫ໔ᡂՏفϷ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴز᏾౛)

push

0 1 2 3 4

Lateral Drift (%) 0

Lateral Load (kN)

MFW

MF AS

AI4 2176 kN

1337 kN

1147 kN 721 kN V_maxMF V_max

(kN)

1.00 MF 721

1.59 AS 1147

1.85 AI4 1337

3.02 MFW 2176

2.70 V_maxMF V_max

(kN)

1.00 MF 721

1.59 AS 1147

1.85 AI4 1337

3.02 MFW 2176

კ 2-8 Ӛ၂ᡏനεୁΚॶϷനεୁΚॶϐቫ໔ᡂՏف (ၗ਑ٰྍ: ҁࣴز᏾౛)

push

0 1 2 3 4

Lateral Drift (%) 0

Lateral Load (kN)

MFW

Ke/Ke_MF Ke

Ke/Ke_MF Ke

კ 2-9 Ӛ၂ᡏ 0.5% Drift പጕࠂࡋ Ke (ၗ਑ٰྍ: ҁࣴز᏾౛)

721 kN 2176 kN

ᕅԖਏமࡋ,ࢊԖਏமࡋ

push

0 1 2 3 4

Lateral Drift (%) 0

Lateral Load (kN)

MFW

ಃΒക!Ў᝘ӣ៝!

εܭ 2.5% ωၲډനεלୁΚமࡋǴ಄ӝ໧܄ՉࣁǶ࣬ၨܭ኱

ྗ໧܄ל៻ં၂ᡏǴMFW Ϸ AI4 ٿ০၂ᡏӧቸ܄໘ࢤ߃යࠂ ࡋࡐεǴЪࠂࡋ٠όᒿቫ໔ᡂՏቚεԶԖϼεׯᡂǴޔډᕅᡏ

ၲډനεלୁΚமࡋǴँฅวғ୊Κ໒຋Ǵமࡋջܴᡉ૰෧Ƕ ՠٿ০၂ᡏ೬ϯࡕՉࣁόӕǴMFW ၂ᡏமࡋ૰෧ِೲǴቫ໔ ᡂՏفௗ߈ 2% ջΠफ़ԿനεלୁΚமࡋϐ 75%Ǵ໧܄ཱུৡǶ Զ AI4 ၂ᡏமࡋΠफ़ั጗ǴЪቫ໔ᡂՏفຬၸ 2% ࡕǴᕅᡏӢ ኲᕳഈӝӆࡋวචբҔ٬לୁΚගϲǴ໧܄ၨ MFW ٫Ƕ

ࡌᑐނऐ᎜೛ीೕጄϷှᇥ^[13]ಃ 2.17 ࿯ཱུज़ቫ୊Κமࡋ ϐᔠਡ௦ϩձीᆉᄬࢎϷߚ่ᄬᕅޑமࡋǴฅࡕޔௗ࣬уԶள ၀ቫϐཱུज़ቫ୊ΚமࡋǶऩаԖਏय़ᑈБݤᔠਡ১ቫǴ࣬ၨܭ RC ୊ΚᕅǴRC ࢊǵߚ่ᄬ RC ᕅᆶᑄᕅϐԖਏय़ᑈाϩձа ᄬ׷ᘐय़ᕮ४а 0.5ǵ0.4 ᆶ 0.25Ƕ٩ԜБݤीᆉ֖ᕅ໧܄ל៻

ંᄬࢎ MFW Ԗਏय़ᕮࣁ 3200 cm²Ǵ໧܄ל៻ંᄬࢎ኱ྗ၂ᡏ MF Ԗਏय़ᕮࣁ 2000 cm²ǴځКॶࣁ 1.6 ७Ǵՠ၂ᡍ่݀^[1]ᄬ

ࢎ MFW மࡋࣁ၂ᡏ MF ޑ 3 ७Ǵӵკ 2-10 ܌ҢǶӢԜೕጄύ ߚ่ᄬ RC ᕅϐԖਏय़ᑈ४а 0.4 ࡌ᝼ᔈঅ҅ගଯ٠ሡӕਔஒ

ࢊϐԖਏय़ᑈ४а 0.5 ΠঅωၨߥӺӼӄǶԿܭ֖ኲᕳᕅᄬࢎ

AS ᆶ AI4 ϐᕅᡏԖਏय़ᑈᔈ४аӭϿٰ՗ᆉၨࣁӝ౛ǴӢ၂ ᡏኧໆԖज़Ǵᗋᔈᝩុࣴز௖૸Ƕ

ᒳମᄬࢎϣ֖ߚ่ᄬ RC ᕅҭёૈԖখࡋϼεԶ໧ࡋό

ىϐ੝܄ǴჹଯቫࡌᑐᄬࢎԶقǴܰᏤठύࡋӦ᎜ਔᕅᡏԖܴ

ᡉ຋ཞǴεӦ᎜ਔ٬ᒳᄬࢎคݤวචؼӳ໧܄ǴӦ᎜Κຬၸ೛

ीႣයǴ১ቫࢊ਋ԔǴᏤठࡌᑐނॹ༥܈୷ᘵઇᚯǶҗϣࡹ೽

ࡌᑐࣴز܌ 97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄ૈࣴزȩ^[1]ࣴز

่݀Ϸ༼໣೚ӭ஑ৎᏢޣཀـǴΟᜐӄኲᕳ႖ᚆჹׯ๓֖ᕅᄬ

ࢎϐ໧܄ࣗࣁԖਏǴՠჴሞၮҔܭᒳମᄬࢎǴځऐ᎜Չࣁǵখ ࡋ܈மࡋزഖӵՖ? ॶள௖૸ǴӢԜҁࣴزаεЁκჴᡍෳ၂ ߚ่ᄬ RC ᕅჹᒳମ໧܄ל៻ᄬࢎϐமࡋϷ໧܄ቹៜǴ٠Кၨ

ޜᄬࢎǵჴᕅᆶΟᜐ೛࿼ͣࠠ႖ᕳϐ֖ᕅᄬࢎऐ᎜ՉࣁǴբࣁ

ࣴزϐख़ाፐᚒǶ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

ಃΟക ၂ᡏྗഢᆶ၂ᡍБݤ

ಃ΋࿯ ၂ᡏᅿᜪᆶ׷਑܄፦

(1) ၂ᡏᅿᜪ:

ᒳମ໧܄ל៻ᄬࢎ၂ᡏӅೕჄ 4 ০Ǵӵკ 3-1 ܌ҢǴಃ 1 ০၂ᡏጓဦ SMF ࣁ኱ྗ၂ᡏǴෳ၂ޜᄬࢎமࡋᆶ໧܄Ǵಃ 2 ০၂ᡏጓဦ SMFWǴෳ၂ᒳମᄬࢎ֖౜൑዆࿼ߚ่ᄬ RC ᕅǴ ᕅᡏࠟޔӛᆶНѳӛ֡ଛ࿼നλᒳโໆϐᒳโǴᕅ҂բ੝ਸೀ

౛Ǵ᏾ᡏமࡋஒε൯ගଯǴՠ໧ࡋ෧ϿǶಃ 3 Ϸಃ 4 ০ಔϩձ ጓဦࣁ SASZ Ϸ SASUǴࣁόӕಒ೽׎Ԅ႖ᕳೀ౛٬ᕅᆶᄬࢎ

ֹӄ႖໒ޑ੝ਸ၂ᡏǴᕅѦڬΟᜐ(ٿୁϷ΢Бᆶᒳମ࣬ௗೀ)

೛࿼႖ᕳǴёᗉխᕅᡏቹៜᒳᄬࢎ߃යϐ่ᄬՉࣁǴځமࡋᆶ

໧ࡋᔈϟܭಃ 1 ০ᆶಃ 2 ০ϐ໔Ƕ

ޜᄬࢎ ค႖ᕳ RC ᕅ Z ႖ᕳ RC ᕅ ѳ႖ᕳ RC ᕅ კ 3-1 ၂ᡏᅿᜪ

(ၗ਑ٰྍ: ҁࣴزᛤᇙ)

(2) ׷਑܄፦:

ᒳମᄬࢎ:

ҁ၂ᡍϐᒳମ׷਑௦Ҕ ASTM A36 ࡌᑐ่ᄬҔᅹᒳǴ܌Ҕϐ ᒳ׷ڗኬࡕ٩ CNS 2112 ೕۓຊϪуπԋ၂ТЁκӵკ 3-2 ܌ҢǴ Hࠠᒳဎ݈ǵᖀ݈Ϸಔӝጃࠠࢊ܌Ҕᒳ݈ӚڗኬΟТ଺܎՜၂ᡍ่

݀ӵ߄ 3-1 ܌ҢǶ၂ᡏఉǵࢊ೛ीफ़ҷமࡋϷל܎மࡋϩձ௦Ҕ߄ 3-1܌Ңϐఉǵࢊᒳ׷ڗኬ၂Т၂ᡍ่݀ѳ֡ॶǶ

კ 3-2 ᒳ׷၂ᡍ၂Т (CNS 2112) (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

߄ 3-1 ᒳମ׷਑܎՜၂ᡍமࡋ

फ़ҷᗺமࡋ ל܎மࡋ ѳ֡फ़ҷᗺமࡋ ѳ֡ל܎மࡋ

ڗኬՏ

࿼ MPa (kgf/cm²) MPa (kgf/cm²) MPa (kgf/cm²) MPa (kgf/cm²) 410 (4184) 523 (5338)

413 (4215) 523 (5338) Hࠠᒳ

ဎ݈ 434 (4429) 540 (5511)

419 (4276) 529 (5396) 392 (4001) 520 (5307)

384 (3919) 520 (5307) Hࠠᒳ

ᖀ݈ 395 (4031) 516 (5266)

390 (3984) 519 (5293) 323 (3297) 464 (4736)

320 (3266) 464 (4736) ጃࠠࢊ

318 (3245) 463 (4725)

320 (3269) 464 (4732)

(ၗ਑ٰྍ: ҁࣴز᏾౛)

ᒳโషᏉβᕅ:

ҁࣴز RC ᕅషᏉβ೛ीமࡋ௦Ҕ 20.6 MPa (210 kgf/cm²*Ǵ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

዆࿼ᕅᡏషᏉβӕਔǴᇙբ 12 Ѝ 150 mmI u 300 mm ༝ࢊ၂ᡏǴ ٠ϩձӧ 7 Ϻǵ14 Ϻǵ21 ϺϷ 28 ϺសයǴӚڗ 3 Ѝ༝ࢊ၂ᡏ଺ל ᓸ၂ᡍǴ၂ᡍ่݀ӵ߄ 3-2 ܌ҢǴ٠ஒӚសය 3 Ѝ༝ࢊ၂ᡏѳ֡ל ᓸமࡋᛤᇙԋጕ܄ᖿ༈ጕӵკ 3-3 ܌ҢǴҔа՗ीᒳโషᏉβᕅᡏ ӧ၂ᡍਔϐషᏉβமࡋǶ

߄ 3-2 షᏉβ༝ࢊ၂ᡏלᓸ၂ᡍமࡋ

༝ࢊ၂ᡏלᓸமࡋ ѳ֡לᓸமࡋ

សය MPa (kgf/cm²) MPa (kgf/cm²) 16.7 (170.6)

19.6 (200.5) 7Ϻ

22.4 (228.4)

19.6 (199.8) 21.9 (223.8)

22.2 (226.4) 14Ϻ

23.1 (236.0)

22.4 (228.7) 23.8 (243.2)

21.7 (221.8) 21Ϻ

23.8 (242.7)

23.1 (235.9) 28.6 (292.1)

23.6 (241.2) 28Ϻ

24.2 (247.3)

25.5 (260.2)

(ၗ਑ٰྍ: ҁࣴز᏾౛)

კ 3-3 షᏉβ༝ࢊ၂ᡏלᓸ၂ᡍமࡋᖿ༈ጕ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

֖ᕅ၂ᡏ௦Ҕϐᕅโ֡ࣁ D10 Ԯ࿯ᒳโǴᒿᐒڗኬ 6 Ѝ଺܎

՜၂ᡍǴ၂ᡍ่݀ӵ߄ 3-3 ܌ҢǴѳ֡फ़ҷமࡋࣁ 393.7 MPa (4018 kgf/cm²)Ǵѳ֡ל܎மࡋࣁ 521.0 MPa (5318 kgf/cm²)ǶϤЍ܎՜၂ ᡍϐԔጕ֡ࡐᜪ՟Ǵӵკ 3-4 ܌ҢǶ

߄ 3-3 ᒳโ܎՜၂ᡍமࡋ

फ़ҷᗺமࡋ ל܎மࡋ ѳ֡फ़ҷᗺமࡋ ѳ֡ל܎மࡋ

ᒳโ

ᅿᜪ MPa (kgf/cm²) MPa (kgf/cm²) MPa (kgf/cm²) MPa (kgf/cm²) 398.8 (4070) 532.5 (5435)

407.9 (4163) 527.0 (5379) 373.1 (3808) 507.0 (5174) 400.0 (4082) 518.7 (5294) 395.5 (4036) 525.7 (5365) D10

386.6 (3946) 515.3 (5259)

393.7 (4018) 521.0 (5318)

(ၗ਑ٰྍ: ҁࣴز᏾౛)

კ 3-4 ᕅᒳโ D10 ܎Κ၂ᡍྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

ಃΒ࿯ʳ ၂ᡏ೛ी

၂ᡏϐᒳโషᏉβ୷ᘵ೛ीԋቨࡋ 800 mm ుࡋ 710 mm ϐখᡏǴዴߥᒳࢊᗕۓؼӳᆶ၂ᡏόྖ౽ǶጃࠠᒳࢊύЈၠࡋ 3000 mm ߯ଛӝڋ୏ᏔፂำᆶமΚӦ݈ϾՏǴࢊύЈጕ҅ӳ০ ပܭӦΠ࠻Ѝ܍ᕅ΢Ǵё٬ࢊືΚޔௗ໺ሀԿЍ܍ᕅ΢Ǵᗉխ மΚӦ݈ౢғኙԔǶڙज़ܭڋ୏Ꮤ৒ໆǴҁࣴز RC ᕅஒ዆ឲ 20.6 MPa (210kgf/cm²)மࡋϐషᏉβǴଛ࿼നϿᒳโໆǴᕅృ

ଯ 2120 mm ృቨ 2650 mm ᕅࠆ 100 mmǴऊࣁ 4/5 ᕭЁεࠠኳ

ࠠǶ൩ଯቨК 0.8 ޑᕅԶقǴឦܭ୊ΚઇᚯЬ௓ϐեࠠᕅǶ

(1) ໧܄ᒳମᄬࢎ೛ी:

ҁࣴزϐ኱ྗ໧܄ᒳମᄬࢎ٩Ᏽך ୯ᒳᄬ೷ࡌᑐނᒳ่

ᄬ೛ीמೌೕጄ(Β)ཱུज़மࡋ೛ीݤೕጄϷှᇥ^[14]೛ीǴᒳ׷

ᒧҔࡌᑐ่ᄬҔᅹᒳ಄ӝ ASTM A36 ၂ᡍೕۓǶ

চයఈᒳᄬࢎఉࢊЁκᏃໆ଺εǴଯቨКᏃໆफ़եа಄ӝ ჴሞࡌᑐϐКٯǴՠԵቾ၂ᡍ೛ഢڋ୏ᏔрΚ৒ໆϷ၂ᡍ࿶຤

ज़ڋǴനࡕᒧҔϐᒳࢊᘐय़ࣁ… -350 350 14u u mmǴᒳఉᘐय़ ࣁ

^{H - 350} u ²⁵⁰ u ⁹ u ¹⁴

mmǴӵკ 3-5 Ϸკ 3-6 ܌ҢǶଷ೛༟ላ วғܭఉᆄϷࢊۭǴӆ٩༟ላ៻ં৒ໆᔠਡ၂ᡏᄬࢎϐமࡋǶ ၂ᡏ୷০ࣁቨࡋ 800 mm ుࡋ 710 mm ϐᒳโషᏉβখᡏǴଛ โӵკ 3-7 ܌ҢǶ

კ 3-5 ᒳମᄬࢎ೛ीკ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

კ 3-6 ᒳఉϷᒳࢊᘐय़კ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

„ ᔠਡᘐय़ቨࠆК: 0.9 4.276 98.1

u

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

1404.1 kN

d 340

კ 3-8 ᒳఉϪߺᘐय़კ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

d. ఉᆄϪߺᘐय़೛ी: (ӵკ 3-8 ܌Ң) 1. ଆۈϪߺᗺ^(oa): ᚆࢊय़ 100 mm 2. ߻ᙯඤ୔^(ab): 50 mm

3. ϪߺҞ኱୔^(bc): ௦΋ъఉు೛ी 0.5d=170 mm 4. ࡕᙯඤ୔(cd): 100 mm

ຯఉᆄxຯᚆཱུज़܍ၩΚΠ(ఉၲډ༟܄៻ં)ϐ៻ંࣁ:

p

M( ) M 1-2 L

x § x·

¨ ¸

© ¹

ё؃ளҞ኱୔ଆۈᗺ (b ᗺ) ᆶಖᗺ (c ᗺ) ϐ៻ંϩձࣁ:

b

2 150

M 530.4 1- 470.4 kNm

3000-350

§ u ·

u¨© ¸¹

c

2 320

M 530.4 1- 402.3 kNm

3000-350

§ u ·

u¨© ¸¹

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

470.4 2

V 1.25 443.8 kN (45.2 tf) < 115.7 4=462.8 kN (47.2 tf) 2.65

u u u O.K.

Եቾఉᆄၲ༟܄៻ંࡕఉ୊Κࣁ:

530.4 2

V 400.3 kN (40.8 tf) < 115.7 4=462.8 kN (47.2 tf) 2.65

u u O.K.

(3) ߚ่ᄬ RC ᕅ೛ी

ಃ 2ǵ3ǵ4 ০၂ᡏ֖֡Ԗ 100 mm ࠆ RC ᕅǴଛ࿼Нѳǵ

ࠟޔᒳโໆࣁ 0.00268 ϐൂቫโǴᕅᡏଛโӵკ 3-9 ܌ҢǴኳ ᔕߚ่ᄬ RC ᕅ༤кܭ໧܄ל៻ᄬࢎϐύǴᅈى΋૓ᕅा؃Ǵ ՠό಄่ᄬᕅा؃(ൂቫଛโ)Ƕಃ 2 ০၂ᡏኳᔕᒳମᄬࢎϣ֖

౜൑዆࿼ߚ่ᄬ RC ᕅǴᒳମа୊Κଝᆶᕅ࣬ௗ໺ሀ୊ΚǴ୊

Κଝߏࡋஒεܭ 4 ७୊Κଝޔ৩а಄ӝೕጄा؃ǶӢ҂բ੝ਸ

ೀ౛Ǵ֖ᕅᄬࢎ᏾ᡏ୊Κமࡋ཮ε൯ගଯǴಉ՗ᕅᡏҁيϐന ε୊Κமࡋऊ 80 tf Կ 90 tfǴӢᕅᡏࠆࡋλЪࣁൂቫଛโǴ՗

ी໧܄ஒ཮όىǶ

a. ᔠਡᒳโషᏉβᕅל୊மࡋ:

Vmin. 1.6u 210 10 265 / 1000u u 61.4 tonf 602 kN Vmax. 2.67u 210 10 265 / 1000 102.5 tonfu u 1006 kN

٩Ᏽ࿶ᡍϦԄ^[18]ϐ΢Πज़ѳ֡ॶऊࣁ 82 tfǴࡺಉ՗ჴᕅᕅ ᡏё܍ᏼϐനε୊Κமࡋऊ 80 tf Կ 90 tfǶ

b. ᔠਡᒳโషᏉβᕅय़Ѧ܌ሡமࡋ:

ᙁϯ॥Κ(240 kgf/m²)܈Ӧ᎜Κ(1G)բҔӧᕅύѧ:

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

0.00268 min _b

U U



U

E

₁ 0.85 0.00268 100 10 4000

= 0.60

0.85 210 100

a u u u

ؕڗ 97 ԃࡋȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜܄ૈࣴزȩ^[1] ࿶ ᡍϷ 98 ԃ 6 Д 2 Вಃ΋ԛ஑ৎ০ፋ཮ہ঩ࡌ᝼ǴSASU ၂ᡏ ᕅΒୁஒаኲᒳᇙԋྖኲǴаዴߥ႖ᕳᕅϐᛙۓ܄ᆶ΋ठ܄Ƕ SASZ၂ᡏа Z ӷࠠ႖ᕳೀ౛Ǵёၲډֹӄ႖ᚆᕅᡏޑҞޑǶ ٿЍ႖ᕳᕅ၂ᡏಒ೽ೀ౛ӵკ 3-10 ܌ҢǴऩᕳቨၸεǴ ࣁٛጄᅅНǴ႖ᕳಒ೽ೀ౛ஒၨፄᚇǴऩᕳቨόىǴᕅჹᄬࢎ

ϝ཮Ԗᡉ๱ቹៜǶҁࣴزࣁ٬၂ᡍёϸᔈрᕅᆶᄬࢎௗ᝻ࡕϐ ՉࣁǴЪዴߥᄬࢎफ़ҷ߻ᕅόᆶᄬࢎௗ᝻Ǵ႖ᕳቨࡋ೛ीࣁᕅ ଯϐ 1.5% ( 2120 1.5% 31.8u mm)ǴԵቾ༤ᕳ׷཮֎ԏ೽ϩቨࡋ ቹៜǴനࡕ،ۓᕳቨ೛ीࣁ 35 mmǶႣीё֎ԏቫ໔ᡂ׎ 1.5%

а΢Ǵዴߥ 475 ԃӣᘜයϐ೛ीӦ᎜ΚբҔΠǴ֖ᕅᄬࢎૈᆢ

࡭પᒳମᄬࢎϐՉࣁǴफ़եࡌᑐނϐӦ᎜ϸᔈǶӧᕅഗف໛ೀ

Եቾၨεቫ໔ᡂՏౢғ࿘ናǴНѳϷࠟޔٿӛ֡ଛ࿼ D10 ف

໛ံமโǴӵკ 3-9 ܌ҢǶࣁᗉխय़Ѧᡂ׎Ǵନٿୁаኲᒳ܈

Z ׎ᒳ݈ೀ౛Ǵఉۭӆ೛࿼΋ჹفᒳ״ڋǴᗉխ༟܄໘ࢤϐय़ Ѧᡂ׎Ǵӵკ 3-11 ܌ҢǶ

კ 3-10 ႖ᕳ೛ी

(ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

SECTION E-E

კ 3-11 ႖ᕳᕅᕅഗ೛ी

(ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ಃΟ࿯ʳ ၂ᡏᇙբ

၂ᡏᇙբёϩࣁΒ໘ࢤ: (1)ӧᒳମуπቷϣ຾Չᒳମᄬࢎಔ ҥǴ୷০ᒳโ᠈࿹ಎǵᕅޔҥᒳโಔҥǵᒳኳಔҥϷ୷০షᏉβ዆

࿼Ƕ(2)ஒ၂ᡏӖၮԿ၂ᡍ࠻ǴᝩԶֹԋᕅโಔҥǴᒳମϷᒳโᗹ ຠᔈᡂीǴᕅኳ݈ಔҥǴᕅᡏషᏉβ዆࿼Ǵܨኳࡕֹԋ၂ᡏᇙբǴ аΠଞჹӚಒ໨уа၁ॊǺ

(1) ಃ΋໘ࢤ:

ᒳମуπಔҥǺҁࣴزᒳମπำہૼᗶ๥ᐒఓԖज़Ϧљуπ ಔҥǴᒳମᄬࢎಒ೽೛ीӵკ 3-12 ܌ҢǶᒳఉٿᆄຯఉࢊҬࣚय़ 100 mmೀ଺Ϫߺೀ౛ǴᒳࢊҗѤТᒳ݈ಔҥԶԋጃࠠࢊǴᄬࢎಔ ҥֹԋࡕӆ෌ౌ୊ΚଝϷ SASZ ک SASU ٿ၂ᡏ႖ᕳ܌ሡϐᒳᆅ܈

ኲᒳǴ؂০၂ᡏΒЍࢊဌӚౌௗ΋ಔёፓ᏾ଯࡋۭ০ǴаߡᆒዴӦ ፓ᏾ᄬࢎଯࡋϷࠟޔࡋǴᒳᄬֹԋྣТӵკ 3-13 ܌ҢǶ

୷০ᒳโ᠈࿹ಎǺֹԋᒳࢎಔҥࡕǴӧπቷϣྗഢٿಔᒳ׉Ǵ

؂ಔᒳ׉ё٠௨ѳՉܫ࿼ٿ০၂ᡏǴᆒዴۓՏࡕǴ຾Չᒳโ᠈ಔҥ ϷႣশᆅ೛࿼ӵკ 3-14 ܌ҢǶ

ᕅޔҥᒳโϷኳ݈ಔҥǺࣁ಄ӝ΋૓ኴቫ႖໔ᕅࠟޔᒳโᗕ ᒭ௃׎Ǵ୷০ϣ೛Ԗ࣬ӕᒳఉ H-350u250u9u14ǴᒳఉഗԿ୷০ഗ य़ 150 mm ኳᔕኴހࠆࡋǴᕅࠟޔᒳโۭ೽೛Ԗ៻ႋǴໆෳۓՏࡕ ޔҥܭ୷০ᒳఉ΢Ƕӕਔ຾Չ୷০ᒳኳಔҥӵკ 3-15 ܌ҢǶ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

კ 3-12 ᒳᄬಒ೽೛ीკ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

კ 3-13 ᒳᄬֹԋྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

კ 3-14 ୷০ᒳโֹπྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

კ 3-15 ୷০ᒳኳྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

კ 3-16 ୷০షᏉβ዆࿼ֹԋྣТ

୷০షᏉβ዆࿼Ǻ୷০௦Ҕமࡋ 280 kgf/cm²ଯࢬ୏Ⴃ܏షᏉ βǴ΋Ѝ୷০షᏉβໆऊ 2.5 m³ǴႣ܏ً܏ӝϐషᏉβໆ࡞ӳ΋ԛ

዆࿼ٿЍ୷০ǴషᏉβ዆࿼ֹԋྣТӵკ 3-16 ܌ҢǶ (2) ಃΒ໘ࢤ:

୷০షᏉβமࡋၲډ 20.7 MPa (210 kgf/cm²)ࡕǴ၂ᡏҔեۭ

ዬεࠠܦً݈ӖၮԿ၂ᡍ࠻ǴځύΟ০ӆ຾Չ΢೽ RC ᕅᇙբǴӵ კ 3-17 ܌ҢǶ२ӃᗹຠᔈᡂीǴӆֹԋᕅᡏНѳโ࿹ಎǶ

ᗹຠᔈᡂीǺ٬ҔВҁ TML Ϧљᇙ೷ޑᔈᡂीǴࠠဦࣁǺ FLA-5-11-3LǴᔈᡂी߯ኧࣁ 2.12±1ʘǴႝߔॶࣁ 120 (ኻۅ)Ƕа Ћ࡭ࣳ፺ᐒஒᒳโԮ࿯ಉᑃǵಒᑃᑃѳϷյӀࡕǴаπ཰ଚᆒஒූ

ᎩԮ࿯΢ϐ៓৕ᔔ࡬ଳృǴӆ٬Ҕ TML ғౢזଳᏊ(ࠠဦࣁǺCN)

຾ՉᔈᡂीᗹຠǴזଳᏊᏉڰࡕǴӆа TML ܌ғౢҡៃ(ࠠဦǺ W-1)хᙟᔈᡂीǴҡៃ΢ቫӆຠ΢ 3M ٛНጤѲ(ࠠဦǺ2151)Ǵന ࡕឺ΢΋૓ႝ਻ጤ஥ߥៈǴӵკ 3-18 ܌ҢǶ

ᕅኳ݈ಔܨϷឲዀǺӢᕅᡏՏܭᒳఉΠБǴคݤ΋ԛឲዀډ ഗǴӢԜ໻΋ୁኳ݈ಔҥډഗ(ఉۭ)Ǵќ΋ୁ੮೛ 250 mm ቨឲዀ αǴࡑឲዀֹԋӆҔคԏᕭНݝࣳዀံԿᕅഗǶኳ݈ಔҥӕਔǴႣ শໆෳՏ౽ी܌ሡᖥఎǴឲዀྣТӵკ 3-19 ܌ҢǶឲዀӕਔᒿᐒ ڗኬᇙբ 12 Ѝ 150 mmIu 300 mm לᓸ༝ࢊ၂ᡏӵკ 3-20 ܌ҢǴ ٠࿼ܭ၂ᡏ਒࣬ӕᕉნᎦៈаଓᙫᕅᡏமࡋǶ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

კ 3-17 ၂ᡍ࠻຾ՉуπྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

კ 3-18 ᔈᡂीᗹຠֹԋྣТ

კ 3-19 ᕅឲዀࡼπྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

კ 3-20 לᓸ༝ࢊ၂ᡏྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

ಃѤ࿯ʳ ၂ᡏթ࿼

ҁीฝܭϣࡹ೽ࡌᑐࣴز܌ࡌᑐ׷਑ჴᡍ࠻ϸΚᕅ୔Ǵ а౜Ԗ 2000 kN ݨᓸڋ୏Ꮤࡼу՟ᓉΚϸൺၩख़ෳ၂ᒳମ໧

܄ל៻ᄬࢎϣ֖ߚ่ᄬ RC ჴᕅǵ႖ᕳᕅǴኳᔕᄬࢎܭӦ᎜ϸ ᔈύϐቫ໔ᡂ׎ՉࣁǶ

ଛӝ౜Ԗ 2000 kN ݨᓸڋ୏ᏔፂำᆶӦ݈Ⴃ੮ϾՏ࿼Ǵ ҁࣴزϐ၂ᡍթ೛ҥय़Ϸѳय़ӵკ 3-21 ܌ҢǴ၂ᡏа΋ᚈᒳ ᄬϸΚ০Ϸ 14 Ѝ 50 mm ޔ৩ϐႣΚᒳ෇ࡼуႣΚڰᙹܭமΚ Ӧ݈΢Ǵݨᓸڋ୏Ꮤа֨࡭ڀႄՐఉٿᆄࡼуՏ౽௓ڋϐϸൺ

ၩख़Ǵॐ٬ᕅᡏ܍ڙࠄчӛቫ໔࣬ჹᡂ׎Ǵᢀෳځ໒຋ᆶઇཞ ՉࣁǴӕਔճҔՋୁϸΚᕅࢎ೛य़ѦୁኖǴ၀ᒳᄬୁኖගٮ΋

ྖ୏Ѝ܍य़Ǵ໻৒೚ᄬࢎࠄчБӛय़ϣᡂ׎Ǵ״ڋय़Ѧᡂ׎Ǵ ёᗉխӧεቫ໔ᡂՏਔ၂ᡏౢғסᙯԶคݤ၂ᡍǶ

2000 kN ᚈ୏ݨᓸڋ୏ᏔڰᙹܭࠄୁϸΚᕅ΢ǴࡼΚύЈ ጕຯӦय़ 3000 mmǴ၂ᡏа 14 ਥ 50 mm

_I

ႣΚᒳ෇ஒ၂ᡏ୷ ০ᆶமΚӦ݈ਵᆙǴ؂ਥࡼуႣΚऊ 1000kNǴᕴी 14000kNǴ ४а 0.85 ႣΚཞѨӆ४аߥӺነᔔ߯ኧ 0.2 ฻ܭ 2380 kNǴε ܭНѳ௢Κനε 2000 kNǶ၂ᡏ୷ᘵࠄчٿᆄӆаٿঁᒳᄬϸ Κ০֨ՐǴٿϸΚ০Ӛа 4 ਥႣΚᒳ෇؂ਥࡼуႣΚ 1000 kN ڰᙹܭமΚӦ݈Ǵ၂ᡏ୷০ᆶϸΚ০໔ሜа 350 kgf/cm²ҡᆯ ༤ᅈǴаዴߥ୷ᘵᆶமΚӦ݈ค࣬ჹྖ౽Ƕ

၂ᡏᒳโషᏉβ୷০ࣁቨࡋ 800 mm ుࡋ 710 mm ϐখ ᡏǴዴߥᒳࢊᗕۓؼӳᆶ၂ᡏόྖ౽ǶጃࠠᒳࢊύЈၠࡋ 3000 mm ߯ଛӝڋ୏ᏔፂำᆶமΚӦ݈ϾՏǴࢊύЈጕ҅ӳ০ပܭ ӦΠ࠻Ѝ܍ᕅ΢Ǵё٬ࢊືΚޔௗ໺ሀԿЍ܍ᕅ΢ǴᗉխமΚ Ӧ݈ౢғኙԔǶᕅృଯ 2120 mm ృቨ 2650 mm ᕅࠆ 100 mmǴ ଯቨКࣁ 0.8Ƕ

კ 3-21 ၂ᡍթ࿼ҥय़კϷѳय़კ (ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ڋ୏Ꮤ߻ᆄላ০ೱௗᒳᄬ֨࡭ڀഗՐᄬࢎѦ՜ఉǴᇻᆄ аќ΋ಔᒳᄬ֨࡭ڀऀᖥદᒳ෇ࡼуϿ೚ႣΚ֨Ր၂ᡏ ٠ೱ

ௗڋ୏ᏔǴ٬ڋ୏Ꮤёࡼу௢܎ΚܭఉύЈጕǴаϸൺၩख़ኳ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

ᔕӦ᎜ΚբҔΠϐቫ໔ᡂ׎ᆶ୊ΚǶᖥદᒳ෇ϐ৒ໆຬၸ 4000 kNǴᔈឦӼӄߥӺǶ

ໆෳس಍ϐթ೛ӵკ 3-22 ܌ҢǴ၂ᡏۭୁး೛΋Ѝଯᆒ ࡋՏ౽ෳ༾ीᅱෳ୷০ࢂցྖ౽Ǵࠄୁ΢БՏܭڋ୏Ꮤ рΚ

ୁǴᄬࢎ໺Κఉഗᆶ֨࡭ڀϐ໔Ǵး೛΋ЍՏ౽ෳ༾ीǴໆෳ

֨࡭ڀᆶᒳఉ໔ϐ࣬ჹՏ౽Ǵчୁ΢БఉύЈጕՏ࿼Ǵး೛΋

Ѝ 2000 mm ܎ ጕ Ԅ Տ ౽ ෳ ༾ ी ໆ ෳ ࡼ Κ ύ Ј ጕ ϐ Ѱ ѓ ᡂ ׎ ໆǶᕅᡏჹفӚး೛΋ЍଯᆒࡋՏ౽ෳ༾ीǴໆෳᕅᡏϐ୊Κ ᡂ׎ໆǶࢊٿୁӚး೛ΒЍՏ౽ीǴЬाࣁໆෳቫ໔ᡂՏفǴ аᔠ૸၂ᡏখ܄ᡂϯᆶቫ໔ᡂՏفϐᜢ߯ǶՏ౽ीǵᔈᡂीϷ MTS ૻဦၗ਑ᘏڗ௦Ҕ UCAM-65B-ACǴࢎ೛ֹԋϐ၂ᡏ֖

၂ᡍး࿼ӵკ 3-23 Կკ 3-24 ܌ҢǶ

კ 3-22 Տ౽ीࢎ೛კ

კ 3-23 SMF ၂ᡍး࿼౜൑ྣТ (ၗ਑ٰྍ: ҁࣴزܡឪ)

კ 3-24 SMFW ၂ᡍး࿼౜൑ྣТ

ಃΟക!၂ᡏྗഢᆶ၂ᡍБݤ!

ಃϖ࿯ʳ ෳ၂ำׇ

ҁ ၂ ᡍ а Տ ౽ ௓ ڋ у ၩ Ǵ Ҟ ޑ ࣁ Α ߥ ៈ ሺ Ꮤ ೛ ഢ ޑ Ӽ ӄǴ၂ᡏఉᆄՏ౽ඤᆉԋ่ᄬޑቫ໔ᡂ׎فǴஒఉၩख़ᆄໆෳ

ډՏ౽ନаࢊᄬҹߏࡋǴջёள၂ᡏኳᔕϐቫ໔ᡂ׎فȐDrift ratioȑǶࣁ௖૸ቫ໔ᡂՏفҗλډεჹ่ᄬᡏϐቹៜǴୖԵ ACI 374.1-05^[21] ࡌ ᝼ ೕ Ⴤ ࡼ ၩ ำ ׇ Ǵ Ӛ ໘ ࢤ ቫ ໔ ᡂ ׎ ف ٩ ԛ ࣁ 0.25%ǵ0.5%ǵ0.75%ǵ1%ǵ1.5%ǵ2%ǵ3%ǵ4%ǵ6%Ǵ؂΋

ቫ໔ᡂՏ୺ՉӚ 3 ঁຼයǴ௦Οف׎Տ౽ݢᒡрǴӵკ 3-25

܌ҢǶ

კ 3-25 ၩख़ࡼуำׇ

(ၗ਑ٰྍ: ҁࣴزᛤᇙ)

ACI 374.1-05 ϐ၂ᡍБݤǺ(1) ၂ᡏڙϸൺၩख़ΠሡаՏ

౽௓ڋǹ(2) ؂΋ቫ໔ᡂՏሡ଺Οԛ଑୮ǹ(3) ຾ՉΠ΋ቫ໔ ᡂՏሡࣁ߻΋ቫ໔ᡂՏޑ 1.25ɴ1.5 ७ǹ(4) ၂ᡍቫ໔ᡂՏሡ

೴ᅌቚуԿ฻ܭ܈εܭቫ໔ᡂՏف 3.5%ǹ(5) ૶ᒵኧॶ(၂ᡏ Տ౽ॶϷୁΚॶ)Ǵ٠؂ቫ໔ᡂՏಃΟ଑୮่״ሡܡྣа଺૶

ᒵǶ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

ಃѤകʳ ၂ᡍ่݀ᆶ૸ፕ

၂ᡍ่݀ࡪᒳମᄬࢎ SMFǵᒳମᄬࢎ֖ RC ᕅ SMFWǵ ᒳମᄬࢎ֖ Z ႖ᕳ RC ᕅ SASZǵϷᒳମᄬࢎ֖ѳ႖ᕳ RC ᕅ SASU ϩ࿯ፕॊǴӆᆕӝᔠ૸КၨܭࡕǶ

ಃ΋࿯!!ᒳମᄬࢎ SMF!

ୁΚ-ᡂՏϸᔈϷ຋ᕳวၸำǺ(ࢊᡂ׎ፎୖԵߕᒵ A)

SMF ᒳମᄬࢎஒբࣁ኱ྗ၂ᡏǴ၂ᡍڙୁΚՉࣁک໧܄

ٮ֖ᕅᄬࢎ၂ᡏКၨǶSMF ᒳମᄬࢎϐୁΚ-ᡂՏᒨᅉ଑୮Ǵ ӵკ 4-1ǵკ 4-2 ܌ҢǶуၩୁΚԿቫ໔ᡂՏف 0.25% ~ 0.5%

ਔǴ၂ᡏࣁቸ܄ՉࣁǴఉࢊᒳମ٠คદၡౢғǶ

ቫ໔ᡂՏف 0.75% push (1^st) уၩၸำύǴᄬࢎวрಃ΋

ԛᖂៜǴٿЍࢊΠᆄр౜ಒ༾फ़ҷદၡǶቫ໔ᡂՏ 0.75% Ο

଑୮уၩֹ౥Ǵчୁᒳࢊۭҭр౜દၡӵკ 4-3 ܌ҢǴԜਔ҅

ॄБӛϐୁӛࠂࡋࣣߥ࡭ӧቸ܄ጄൎǶ

ቫ໔ᡂՏفቚуԿ 1%ǴᄬࢎӆࡋวрᖂៜǴࢊᆄफ़ҷદ ၡܴᡉቚуǴఉᖀ݈ϪߺೀΨౢғफ़ҷદၡǴဎހϷᒳࢊഌ

ុр౜ޔӛદၡǴԶӧௗᓐуࠂೀǴΨౢғܴᡉદၡǴՠᄬ

ࢎࠂࡋϝฅؼӳǴ྽ቫ໔ᡂՏຬၸ 1% ࡕǴখࡋ໒ۈफ़եǴว ғफ़ҷ౜ຝǴӢᄬࢎ௦໧܄೛ीǴफ़ҷࡕϐלୁΚமࡋϝ጗

ቫ໔ᡂՏفၲډ 1.5% (1^st) Ǵఉᆄр౜ܴᡉ༟ላǴӵკ 4-4 ܌ҢǴୁΚ-ᡂՏԔጕᖿܭНѳǴቫ໔ᡂՏၲډ 2% (1^st) ࢊ ᆄр౜ܴᡉ༟ላ౜ຝǴӵკ 4-5 ܌ҢǶቫ໔ᡂՏቚуԿ 3%

push(1^st)Ǵᄬࢎ܍ڙୁΚၲډനεமࡋ 1149 kN(117 Ꮢ)Ǵఉᡏ Ϫߺೀ໒ۈסԔᡂ׎Ǵᒿࡕமࡋ໒ۈѳ጗Πफ़ޔԿቫ໔ᡂՏ فܭ 6% Ъࡼ଺ֹ 3 ଑୮่״၂ᡍǴԜਔமࡋςΠफ़Կനεம ࡋϐ 65%ǴఉᆄϷࢊᆄౢғܴᡉ༟ላદၡǴఉᡏϪߺೀᝄख़ סԔᡂ׎Ǵᖀ݈ᆶဎֽ݈೽ኚ຋วғǴӵკ 4-6ǵკ 4-7 ܌ҢǶ )SMF ၂ᡏᔈᡂीϐໆෳፎୖԵߕᒵ DǶ)

(Ӣҁ၂ᡍթ೛ค RC ኴހǴఉᡏ٠ߚখᡏǴу΢၂ᡍ௦

ൂӛࡼΚǴ΃ѿఉᆄफ़ҷࡕǴӧୁΚϸᙟуၩ௃ݩΠǴఉ܍

ᏼࡐεືΚǴठϪߺೀౢғᝄख़਋Ԕᡂ׎Ǵ೷ԋఉᡏᕭอǴ ӵკ 4-6 ܌ҢǶ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Lateral Drift (%)

-2000

Lateral Load (kN)

push

Lateral Drift (%)

-2000

Lateral Load (kN)

push

pull

SMF

კ 4-2 SMF ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

კ 4-3 SMF ၂ᡏᒳࢊۭદၡ 0.75 % 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-4 SMF ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-5 SMF ၂ᡏࢊᆄܴᡉ༟ላ 2% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-6 SMF ၂ᡏఉᆄסԔᡂ׎ 6% end (ࠄୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-7 SMF ၂ᡏ 6% end ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

ಃΒ࿯!!ᒳମᄬࢎ֖ RC ᕅ SMFW

ᒳମᄬࢎ֖ RC ᕅ SMFW ϐᕅᡏלᓸமࡋǴ௦Ҕ྽߃ӕ ਔᇙբǵπӦᎦៈޑషᏉβ༝ࢊ၂ᡏלᓸமࡋ၂ᡍ܌؃ᖿ༈

ጕǴඤᆉ၂ᡍ྽Ϻϐלᓸமࡋࣁ 22.90 Mpa (233.4 kgf/cm²)Ƕ

ୁΚ-ᡂՏϸᔈϷ຋ᕳวၸำǺ(ࢊᡂ׎ፎୖԵߕᒵ Aǵᕅᡏ୊Κᡂ

׎ፎୖԵߕᒵ B)

SMFW ֖ᕅᄬࢎёᆶ SMF ኱ྗᄬࢎКၨǴҭёҔٰჹྣ

႖ᕳᕅ၂ᡏ SASZ Ϸ SASUǶSMFW ᄬࢎϐୁΚ-ᡂՏᒨᅉ଑

୮Ǵӵკ 4-8ǵკ 4-9 ܌ҢǶಃ΋ԛуၩୁΚԿቫ໔ᡂՏف 0.25%

push (1^st)Ǵᕅय़ǵ୷০р౜ኧၰ௹ӛ຋ᕳ(ቨࡋऊ 1mm)Ǵӵკ 4-10 ܌ҢǶ0.25% Ο଑୮่״Ǵ຋ᕳؒԖܴᡉቚуǶӧ 0.5%

push (1^st)Ǵᕅय़ϐ௹ӛ຋ᕳܴᡉۯ՜ቚεǴЪӧΒԛ዆࿼ೀౢ

ϲᒱ୏ǵ࿗৕গပǴୁΚ࡭ុϸᙟуၩǴ௹ӛ຋ᕳΨᒿϐቚ уǴ၂ᡏӧ 0.75% push(1^st)Ǵᄬࢎวрಃ΋ԛᖂៜǴࢊۭౢғ फ़ҷદၡǴᕅᡏ຋ᕳ࡭ុуεǴ٠วғগပ౜ຝǴԜਔၩख़ ςၲ 1386 kN (141.3 Ꮢ)Ǵຬၸ SMF ᄬࢎϐനεၩख़Ƕቫ໔ᡂ Տᝩុவ 0.75%ǵቚуԿ 1% ǵ1.5% ၸำύǴวғኧԛᖂៜǴ ఉǵࢊᆄ೽ഌុр౜फ़ҷદၡǴ٠ӧᒳࢊୁᜐว౜ӭೀֽ೽

દၡǴӵკ 4-11 ܌ҢǴᕅᡏف໛ߕ߈ӭೀᅊগပǴӧቫ໔ᡂ Տف 1.5% push (1^st) ਔǴၩख़ၲډനଯঢ় 1712 kN(174.5 Ꮢ)Ǵ ᝩុቚуԿ 1.5 push (3^rd)Ǵఉᆄ(чୁ)р౜ܴᡉ༟ላǴӵკ 4-12

܌ҢǴ2% ~ 3% ࢊᆄદၡቚуǴࡼ଺ֹ 3% 3 ଑୮่״ਔமࡋ Πफ़ຬၸനεமࡋ 20%Ǵֽ೽દၡթᅈᒳࢊୁᜐǴӵკ 4-13

܌ҢǴᕅᡏف໛షᏉβ༧εໆ஝ပǴᕅโᇘ៛ǴᒳఉϪߺೀ

סԔᡂ׎ǴၱଶЗ၂ᡍǴӵკ 4-14 ܌ҢǶ(SMFW ᔈᡂीϐໆ

ෳፎୖԵߕᒵ E)

-3 -2 -1 0 1 2 3

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SMFW

კ 4-8 SMFW ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

-3 -2 -1 0 1 2 3

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SMFW

კ 4-9 SMFW ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

კ 4-10 SMFW ၂ᡏ௹ӛ຋ᕳ 0.25% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-11 SMFW ᄬࢎᒳࢊୁᜐֽ೽દၡ 1.5% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-12 SMFW ၂ᡏఉᆄܴᡉ༟ላ 1.5% 3^rd (чୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-13 SMFW ᄬࢎᒳࢊୁᜐֽ೽દၡ 3% end ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-14 SMFW ᄬࢎ 3% end ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃΟ࿯ ᒳମᄬࢎ֖ Z ႖ᕳ RC ᕅ SASZ

ᒳମᄬࢎ Z ႖ᕳ֖ RC ᕅ SASZ ϐᕅᡏלᓸமࡋǴ௦Ҕ

྽߃ӕਔᇙբǵπӦᎦៈޑషᏉβ༝ࢊ၂ᡏלᓸமࡋ၂ᡍ܌

؃ ᖿ ༈ ጕ Ǵ ඤ ᆉ ၂ ᡍ ྽ Ϻ ϐ ל ᓸ ம ࡋ ࣁ 24.87 Mpa (253.5 kgf/cm²)Ƕ

ୁΚ-ᡂՏϸᔈϷ຋ᕳวၸำǺ(ࢊᡂ׎ፎୖԵߕᒵ Aǵᕅᡏ୊Κᡂ

׎ፎୖԵߕᒵ B)

SASZ ၂ᡏࢂஒ RC ᕅᡏѰǵѓୁբ Z ӷࠠ႖ᕳೀ౛ǴႣ ੮႖ᕳቨࡋ 35 mm (௦ᕅଯ 1.5% ೛ी)ǴԶᕅഗᆶᄬࢎֹӄ႖ ໒όௗ᝻(㵝ٛЗᕅᡏय़Ѧᡂ׎ǴᏤठᕅᡏॹ༥ǴࡺӧఉΠబ уفᒳ)Ƕ

SASZ ᄬࢎϐୁΚ-ᡂՏᒨᅉ଑୮Ǵӵკ 4-15ǵკ 4-16 ܌ ҢǴಃ΋ԛуၩୁΚԿቫ໔ᡂՏف 0.25%ǵ0.5% Ο଑୮уၩ

ֹ౥Ǵ໻୷০ౢғદၡǴᒳମఉࢊ٠คદၡౢғǶቫ໔ᡂՏ ف 0.75% push (2^nd) уၩၸำύǴᄬࢎวрಃ΋ԛᖂៜǴఉࢊ

ௗᓐೀр౜દၡϷఉഗϪߺೀр౜फ़ҷદၡǴӵკ 4-17 ܌ ҢǶቫ໔ᡂՏуၩ 1% ~ 1.5%Ǵદၡቚуǵᒳఉౢғܴᡉ༟ላǴ ӵკ 4-18 ܌ҢǴԜਔࠂࡋޑว৖ᆶ SMF ࣬՟Ƕቫ໔ᡂՏف 1.5% ᕅᡏᆶᄬࢎௗ᝻ǴԜਔᕅᡏۘ҂໒຋Ǵቫ໔ᡂՏၲ 2%Ǵ ᒳࢊౢғܴᡉ༟ላǴఉဎр౜਋ۙफ़ҷદၡǴᕅᡏف໛໒຋

ᆶ Z ࠠᒳಥ໒٠р౜ᇸ༾ֽ೽ᓸ࿗ϐ౜ຝǴӵკ 4-19 ܌ҢǶ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

ቫ໔ᡂՏ 3%Ǵఉဎౢғܴᡉ༟ላǵఉᖀ਋ۙᡂ׎Ǵ܍ڙୁΚ

ၲډനεமࡋ 1548 kN (157.8 Ꮢ)ǴᝩុуၩԿ 4%Ǵ୷০ᆶᕅ ᡏௗӝय़໒຋(ࣴղӢࣁᄬࢎࣁൂԔ౗ኙԔᡂ׎Ǵу΢ଛโໆ ϷᗕۓుࡋόىǴᏤठඝᇗྖ౽Ǵ೷ԋ໒຋)Ǵӵკ 4-20 ܌ҢǴ খࡋफ़եǴלୁΚமࡋ૰෧Ǵቫ໔ᡂՏف 4% Ο଑୮уၩֹ

౥ǴځઇᚯኳԄǴӵკ 4-21 ܌ҢǴԜਔமࡋࣁ 1164 kN (118.7 Ꮢ)Ǵ໻ࣁനεமࡋϐ 75%ǴᝩុуၩԿ 6% (1^st)Ǵᗨமࡋӆࡋ ගଯǴՠᒳఉϪߺೀᝄख़סԔᡂ׎Ǵᕅᡏف໛ᓸ࿗ǴၱଶЗ ၂ᡍǴӵკ 4-22 ܌ҢǶ(SASZ ᔈᡂीϐໆෳፎୖԵߕᒵ F)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SASZ

კ 4-15 SASZ ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SASZ

კ 4-16 SASZ ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

კ 4-17 SASZ ၂ᡏࢊ୊Κદၡ 0.75% 2^nd ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-18 SASZ ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1^st (ࠄୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-19 SASZ ၂ᡏ Z ࠠᒳಥ໒Ϸف໛ᓸ࿗(ࠄୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-20 SASZ ၂ᡏ୷০ᆶᕅᡏௗӝय़໒຋ 4% 2^nd ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-21 SASZ ᄬࢎ 4% end ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-22 SASZ ᄬࢎ 6% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤ࿯!!ᒳମᄬࢎ֖ѳ႖ᕳ RC ᕅ SASU

ᒳମᄬࢎ֖ѳ႖ᕳ RC ᕅ SASU ϐᕅᡏלᓸமࡋǴ௦Ҕ

྽߃ӕਔᇙբǵπӦᎦៈޑషᏉβ༝ࢊ၂ᡏלᓸமࡋ၂ᡍ܌

؃ ᖿ ༈ ጕ Ǵ ඤ ᆉ ၂ ᡍ ྽ Ϻ ϐ ל ᓸ ம ࡋ ࣁ 28.82 Mpa (293.7 kgf/cm² )Ƕ

ୁΚ-ᡂՏϸᔈϷ຋ᕳวၸำǺ(ࢊᡂ׎ፎୖԵߕᒵ Aǵᕅᡏ୊Κᡂ

׎ፎୖԵߕᒵ B)

SASU ၂ᡏࢂஒ RC ᕅᡏѰǵѓୁբѳ႖ᕳೀ౛ǴႣ੮႖ ᕳቨࡋ 35 mm (௦ᕅଯ 1.5%೛ी)ǴԶᕅഗᆶᄬࢎ႖໒БԄᆶ SASZ၂ᡏ࣬ӕǶ

SASU ᄬࢎϐୁΚ-ᡂՏᒨᅉ଑୮Ǵӵკ 4-23ǵ4-24 ܌ҢǴ

ಃ΋ԛуၩୁΚԿቫ໔ᡂՏف 0.25% ~ 0.5% push (1^st) ࢊۭр

౜फ़ҷદၡǴቫ໔ᡂՏᝩុவ 0.75%ǵ1%ǵ1.5%ǵ2%ǵቚу Կ 3%Ǵᒳମֽ೽၂ᡍྣТӵკ 4-25ǵკ 4-26ǵკ 4-27 ܌ҢǴ ᄬࢎՉࣁǵદၡౢғ໩ׇϷՏ࿼ᆶ SASZ ၂ᡏཱུࣁ࣬՟Ǵӧ 3% push (1^st)ǴୁΚၲډനεமࡋ 1541 kN (157.1 Ꮢ)Ǵᝩុу

ၩԿ 4% push (2^nd)Ǵᕅᡏᆶ୷০ௗӝय़໒຋(ࣴղӢࣁᄬࢎࣁ

ൂԔ౗ኙԔᡂ׎Ǵу΢ଛโໆϷᗕۓుࡋόىǴᏤठඝᇗྖ

౽Ǵ೷ԋ໒຋)Ǵӵკ 4-28 ܌ҢǴখࡋफ़եϷלୁΚமࡋ૰෧ ϐೲ౗ၨ SASZ ၂ᡏזೲǶቫ໔ᡂՏف 4% Ο଑୮уၩֹ౥Ǵ ځઇᚯኳԄǴӵკ 4-29 ܌ҢǴԜਔமࡋࣁ 1181 kN (120.4 Ꮢ)Ǵ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

ςफ़Կനεமࡋϐ 77%ǶᝩុуၩԿ 6% 1^st Ǵᗨமࡋӆࡋග ଯǴՠᒳఉϪߺೀᝄख़סԔᡂ׎Ǵᕅᡏف໛ᓸ࿗ǴၱଶЗ၂ ᡍǴ၂ᡍനಖྣТӵკ 4-30 ܌ҢǶ(SASU ᔈᡂीϐໆෳፎୖ

Եߕᒵ G)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SASU

კ 4-23 SASU ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

-4 -3 -2 -1 0 1 2 3 4

Lateral Drift (%)

-2000 -1500 -1000 -500 0 500 1000 1500 2000

Lateral Load (kN)

push

pull

SASU

კ 4-24 SASU ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ) (ၗ਑ٰྍǺҁࣴز᏾౛)

კ 4-25 SASU ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1^st(ࠄୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-26 SASU ၂ᡏࢊۭܴᡉ༟ላ 2% 1^st (чୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-27 SASU ၂ᡏኲᒳᆶࢊۭ༟ላ(ࠄୁ)ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-28 SASU ၂ᡏ୷০ᆶᕅᡏௗӝय़໒຋ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

კ 4-29 SASU ᄬࢎ 4% end ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

კ 4-30 SASU ᄬࢎ 6% 1^st ϐྣТ (ၗ਑ٰྍǺҁࣴزܡឪ)

ಃϖ࿯ ᡂ׎ໆෳ

ҁჴᡍᡂ׎ໆෳхࡴᄬࢎୁӛՏ౽ǵᕅᡏ୊Κᡂ׎ǵᔈᡂ

ीໆෳǴҁ࿯Ӛ໨ໆෳ่݀ϩձᇥܴӵΠǺ

5.1 ᄬࢎୁӛՏ౽

ҁჴᡍନΑݨᓸᇙ୏ᏔᒡрՏ౽ѦǴ೛࿼ΑϖЍՏ౽ीٰ

ᢀ ჸ ᄬ ࢎ ୁ ӛ Տ ౽ ᖿ ༈ Ǵ ϩ ձ ࢎ ೛ ӧ ٿ ᆄ ຯ ࢊ ۭ 1060mmǵ 1950mm Ϸѓᆄ 2290mm ೀǴځໆෳኧᏵ᏾౛ܭߕᒵ AǴѤ০ ၂ ᡏ ޑ ୁ ӛ Տ ౽ ε ठ ԋ ጕ ܄ ϩ թ Ƕ җ ᡂ ׎ კ ё ࣮ р ຯ ࢊ ۭ 1060mm Տ౽ी܌ໆෳϐՏ౽ౣλܭ 1950mm ೀϷఉᆄύЈጕ ଯࡋ(ຯࢊۭ 2290mm)ϐՏ౽ໆǶ

5.2 ᕅᡏ୊Κᡂ׎

ߕᒵ BǴϩձࣁ၂ᡏ SMFWǵSASZǵSASU ϐᕅᡏໆෳ୊

ΚϷኙԔᡂ׎ໆǴᙖҗӼးӧᕅᡏϐҬΰ܎ఎՏ౽ीǴ࿶җΟ فڄኧϦԄǴඤᆉள Shear DriftǴӆᆶ Lateral Drift(ఉᆄՏ౽/

ຯࢊۭଯࡋ)բКၨǴҗߕᒵ B ё࣮рǴSMFW ϐ Shear Drift ऊࣁ Lateral Drift ϐ΃ъǶԶ SASZ Ϸ SASU ӧ Lateral Drift 2%

а߻ǴShear Drift ൳Яࣁ႟Ǵޔډ Lateral Drift 3%ǴShear Drift ωр౜ኧॶǶ

5.3 ᔈᡂीໆෳ

SMF ϐᔈᡂीໆෳኧॶ᏾౛ܭߕᒵ DǴҗߕᒵ D-6 Ϸߕᒵ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

D-7 ё࣮рǴ྽ቫ໔ᡂՏ 1% ่״ਔǴఉᆄϪߺೀϷࢊᆄ໒ۈ

຾Εफ़ҷ໘ࢤǴ1.5% ่״ਔౢғ༟ላǴϐࡕ 2% ǵ3% ǵ4% Կ 6%ځᡂϯ٠όε(ఉᆄफ़ҷҗϪߺೀಖᗺ໒ۈวғǴޔԿ᏾ঁϪ ߺࢤǴၲډϪߺҞޑǴԋфஒ༟ላ୔౽рᆄ೽)ǴSMFW ϐᔈᡂ

ीໆෳኧॶ᏾౛ܭߕᒵ EǴҗߕᒵ E-6 Ϸߕᒵ E-7 ё࣮рǴ྽

ቫ໔ᡂՏ 1% ่״ਔǴఉࢊ൳Яӧቸ܄໘ࢤǴԶᕅโᔈᡂीࠅ ςၸъफ़ҷ(೭߄Ңᄬࢎۘ҂ว৖р໧܄Ǵᕅᡏࠅςวғઇᚯ)Ǵ SASZ ϐᔈᡂीໆෳኧॶ᏾౛ܭߕᒵ FǴSASU ϐᔈᡂीໆෳኧ ॶ᏾౛ܭߕᒵ GǶSASZ Ϸ SASU ᔈᡂीϐว৖Ǵӧቫ໔ᡂՏ 1.5% а߻Ǵᆶ SMF ཱུࣁ࣬՟(1% ่״ਔǴఉࢊ߃फ़ҷǴ1.5%

่״ਔౢғ༟ላ)Ǵ྽ቫ໔ᡂՏቚуԿ 2%ࡕǴᕅโ຾Ε߃फ़ҷǴ 3%่״ਔǴᕅโࣣςफ़ҷǶ

5.4 ኲᕳቨࡋᡂϯ

ҁჴᡍϐ SASZǵSASU ឦܭΟᜐ໒೛ኲᕳ၂ᡏ(ᕅᡏٿୁ೛

࿼ࠟޔ႖ᕳǵഗ೽ࣁНѳ႖ᕳ)ǴϸᙟуၩၸำύǴ௦ҔᒳЁໆ

ෳ ኲ ᕳ ቨ ࡋ ᡂ ϯ Ǵ а Α ှ ႖ ᕳ ܭ Ӛ ቫ ໔ ᡂ Տ Π ჴ ሞ ޑ ໒ ӝ ௃

׎Ǵ٠ஒځໆෳኧॶ᏾౛ܭߕᒵ CǶჹܭࠟޔᕳϐ᏾ᡏᖿ༈࣮

ٰǴ႖ᕳܭ҅ӛ௢ΚਔǴᒿ๱ቫ໔ᡂՏቚуǴN ୁኲᕳቨࡋ೴

ᅌᡂλǴS ୁኲᕳቨࡋ೴ᅌуεǴኲᕳܭϸӛ௢ΚਔǴᒿ๱ቫ ໔ᡂՏቚуǴN ୁኲᕳቨࡋ೴ᅌуεǴS ୁኲᕳቨࡋ೴ᅌᡂλǴ ٿ၂ᡏϐኲᕳቨࡋऊܭҞ኱ቫ໔ᡂՏ 1.5%ਔ໒ۈԖܴᡉᡂϯǶ

ಃϤ࿯!!၂ᡍᆕӝᔠ૸Кၨ

ਥᏵჴᡍ܌ளၗ਑ǴஒѤЍ၂ᡏϐୁΚ-ᡂՏԔጕǴಃ΋଑

୮х๎ጕ᏾౛ӵკ 4-31 ܌ҢǴӚ၂ᡏࠂࡋǵமࡋϷڙୁΚՉࣁǴ ᆕӝᔠ૸КၨӵΠǺ

1. ౜Չऐ᎜೛ीೕጄ೛ीϐ໧܄ל៻ᄬࢎ኱ྗ၂ᡏ SMF ၂ ᡍ ่ ݀ ว ච Ⴃ ය ໧ ܄ Ǵ ऊ ӧ ቫ ໔ ᡂ Տ ف 1% р ౜ फ़ ҷ દ ၡǴӧ 1.5% ౢғܴᡉ༟ላǴלୁΚமࡋёᆢ࡭Կቫ໔ᡂՏ ف 6% Զ҂Ԗܴᡉ૰෧Ǵऐ᎜ՉࣁؼӳǶ

2. ֖ߚ่ᄬ RC ϐᄬࢎ SMFWǴᕅᡏౢғ௹୊ઇᚯǴ೷ԋ֖

ᕅᄬࢎቫ໔ᡂՏف 1.5% ਔǴջၲډനεமࡋԶِೲ૰෧Ƕ மࡋϷࠂࡋࣣεܭ኱ྗᄬࢎ SMFǴՠ໧܄ࣗৡǶ

0 1 2 3 4 5 6

Lateral Drift (%)

0 500 1000 1500 2000

Lateral Load (kN)

SMF SMFW SASZ SASU

push

კ 4-31 Ӛ၂ᡏୁΚ-ᡂՏх๎ጕ(ࠄୁ)Кၨ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

3. ̖႖ᕳᄬࢎ SASZ Ϸѳ႖ᕳ SASU ᄬࢎǴѰѓ໒ኲǴႣ੮ ቨࡋ৒הቫ໔ᡂՏف 1.5%Ǵ၂ᡍ่݀ቫ໔ᡂՏ 1.5% ߻ϐ Չࣁǵࠂࡋᆶᒳମᄬࢎ SMF ᒉӝǶቫ໔ᡂՏفӧ 1.5%~2%

ኲᕳஏӝ٬ᕅᡏڙΚǴלୁΚமࡋගଯǴ႖ᕳ٬ᕅᡏᙯࣁ ᝌᖉϐൂԔ౗ኙԔઇᚯǴ၂ᡍ่݀ёᆢ࡭ୁΚமࡋԿቫ໔ ᡂՏف 6%Ǵऐ᎜ՉࣁؼӳǶ

4. җკ 4-31 КჹѤЍ၂ᡏՉࣁǴёว౜ନ SMFWǴځдΟ Ѝ၂ᡏϐࠂࡋӧ၂ᡍ߃යཱུࣁௗ߈Ǵ໒ኲᕳ၂ᡏ SASZ Ϸ SASUǴӧቫ໔ᡂՏفεܭ 1.5% ࡕǴᄬࢎᆶ RC ᕅௗ᝻Ǵ לୁΚமࡋගϲǶ(ኲᕳቨࡋᡂϯፎୖԵߕᒵ C)

5. പ ጕ ࠂ ࡋ а ࡼ у ϐ ୁ Κ ନ а Տ ౽ ؃ ள Ǵ ၂ ᡏ Ӛ ଑ ୮ (push) ϐࠂࡋڗቫ໔ᡂՏف 0.25%ǵ0.5%ǵ0.75% ीᆉ᏾౛ӵ߄ 4-1 ܌ҢǶࣁߡܭКၨǴӆஒቫ໔ᡂՏ 0.25%~0.75% ϐࠂ ࡋᆶቫ໔ᡂՏ 0.25% ϐࠂࡋ࣬КǴ᏾౛ӵ߄ 4-2 ܌ҢǶപ ጕࠂࡋ཮ᒿቫ໔ᡂՏቚуԶሀ෧ǴSMFW ၂ᡏሀ෧ၨ SMF ӭǴЀځӧቫ໔ᡂՏف 0.25%~0.5% നࣁܴᡉǴԶ႖ᕳᕅ ၂ᡏ SASZ Ϸ SASU ᆶ SMF ሀ෧ೲ౗ཱུࣁ࣬՟Ƕ

6. ஒӚ၂ᡏቫ໔ᡂՏف 0.25%ǵ0.5%ǵ0.75%ಃΒ଑୮ǴಃΟ

଑୮ϐࠂࡋᆶಃ΋଑୮ϐࠂࡋ࣬КǴ᏾౛ӵ߄ 4-3 ܌ҢǴ Ӛ၂ᡏନΑ SMFW ၂ᡏӢᕅف໛ϷΒԛࡼπೀ໒຋Ǵр౜

૰෧ǴԶځᎩ၂ᡏКॶࣣᖿ߈ܭ 1Ƕ

SMF ၂ᡏ຾ࡋ࣬КǴ᏾౛ӵ߄ 4-4 ܌ҢǶቫ໔ᡂՏ 0.25%

ਔǴSMFW ၂ᡏࠂࡋऊࣁ SMF ၂ᡏ 3 ७Ǵቫ໔ᡂՏ 0.5~

0.75%Ǵࠂࡋऊࣁ 2 ७ǴSASZ Ϸ SASU Β၂ᡏࠂࡋऊ฻ܭ SMF ၂ᡏࠂࡋǶ

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

߄ 4-1 ၂ᡏӚ໘ࢤപጕࠂࡋ K চۈीᆉၗ਑ (kN/mm)

SMF SMFW SASZ SASU

Drift Ratio

1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD

Drift Ratio

1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD

Drift Ratio

1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD

Drift Ratio

1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD 1^ST 2^ND 3^RD Push 0.25% 1.00 1.00 1.00 3.49 3.28 3.22 1.01 1.01 1.00 1.11 1.13 1.13 Push 0.50% 1.00 1.00 1.00 2.62 2.30 2.10 0.96 0.96 0.98 1.07 1.07 1.05 Push 0.75% 1.00 1.00 1.00 2.10 1.98 1.89 0.98 0.98 0.97 1.05 1.04 1.04 (ၗ਑ٰྍǺҁࣴز᏾౛)

V_S V_Y V_E D_S D_peak D_E Ӧ᎜ϸᔈ

SMF 636.9 1150.7 3243.7 16.3 62.6 81.3 5.09 2.82 1.81 3.83 SMFW 1524.7 1712.5 5088.4 21.7 34.3 36.6 3.34 2.97 1.12 1.58 SASZ 756.7 1542.0 3823.5 20.2 65.8 91.4 5.05 2.48 2.04 3.25 SASU 613.9 1548.3 4034.4 14.7 65.5 85.6 6.57 2.61 2.52 4.44 MF 368.5 700.3 1696.5 12.9 60.1 61.1 4.60 2.42 1.90 4.67 MFW 1608.4 2172.3 4625.1 12.7 24.4 34.1 2.88 2.13 1.35 1.91 AS 434.1 1107.7 2115.5 13.6 67.4 70.5 4.87 1.91 2.55 4.96 AI4 1337.4 1337.4 4215.7 13.7 13.7 33.2 3.15 3.15 1.00 1.00 :0 Cd

຾Չϩ݋Ǵ؃рӦ᎜ϸᔈঅ҅߯ኧ(Response Modification Coefficient) (R)ǵ໧܄ש෧Ӣη(Ductility Reduction Factor) (R_d)ǵ่ᄬၸம߯

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

ਥ Ᏽ ܌ Ҕ ׷ ਑ ܄ ፦ ᆶ ჴ ᡍ ܌ ள ่ ݀ Ǵ ஒ Ѥ Ѝ ၂ ᡏ ϐ ୁ Κ -ᡂՏԔጕǴа SAP2000 ೬ᡏ຾Չߚጕ܄ୁ௢ϩ݋(Pushover)Ǵ ӢҁࣴزؒԖࡼуືΚǴࡺࢊٿᆄϐߚጕ܄༟ላኳᔕ௦Ҕ M3

ࠠᄊϐ៻ં༟ላǴఉٿᆄҭ௦Ҕ M3 ϐ៻ં༟ላǴԜѦǴఉᆶ

ࢊ֡೛Ԗ V2 ୊Κߚጕ܄ላǴᕅᡏ߾а฻ॶ௹ኖኳᔕǴ௦Ҕື

Κߚጕ܄ላǶ၂ᡏൂϡӚߚጕ܄༟ላ߃ۈࠂࡋǵനεமࡋϷफ़ ҷࡕϐ૰෧౗ᆶӚᙯשᗺ࣬ჹᔈޑՏ౽Ǵᙖҗፓ᏾༟ላୖኧ٬

ୁ௢ϩ݋่݀ᆶ၂ᡏ၂ᡍ่݀ߚத߈՟Ƕ᏾౛ӵკ 4-32 Կკ 4-35 ܌ҢǴҔа຾΋؁௖ޕӭቫӭၠϐషӝ่ᄬ໧܄৒ໆᆶऐ

᎜܄ૈǶ

ள ډ Ӛ ၂ ᡏ ࣬ ᜢ ϐ ༟ ላ ୖ ኧ ࡕ Ǵ ӆ а ࣬ ӕ ᄬ ׷ ( ᒳ ࢊ ࣁ

…-350°350°14Ǵᒳఉࣁ H-350°250°9°14Ǵᕅࣁ 10 cm ࠆᒳ โషᏉβᕅ)Ϸ࣬ӕၠࡋǵቫଯ(ၠࡋࣁ 3000 mmǴቫଯࣁ 2900 mm) ࡌᄬ 5 ᅿόӕϖቫኴࡌᑐᄬࢎኳࠠ(Model)ӵΠ:

Model-1ɡϖቫ໧܄ל៻ᄬࢎ

Model-2ɡϖቫ໧܄ל៻ᄬࢎ֖ߚ่ᄬ RC ᕅ(ҥय़ೕ߾) Model-3ɡϖቫ໧܄ל៻ᄬࢎ֖ߚ่ᄬ RC ᕅ(ҥय़όೕ߾) Model-4ɡϖቫ໧܄ל៻ᄬࢎ֖ߚ่ᄬ RC ႖ᕳᕅ(ҥय़ೕ߾) Model-5ɡϖቫ໧܄ל៻ᄬࢎ֖ߚ่ᄬ RC ႖ᕳᕅ(ҥय़όೕ߾) ࣁߡܭКၨǴӚቫኴϐఉǵࢊᄬ׷Ϸᕅ֡а၂ᡏൂϡ࣬ӕ ϐ׷਑܄፦Ϸ༟ላ܄፦ᒡΕ೬ᡏύ຾Չߚጕ܄ୁ௢ϩ݋Ǵளډ

่݀ӵკ 4-36 Կკ 4-41 ܌ҢǶ

0

Drift Ratio (%)

Lateral Load (kN)

၂ᡍኧᏵ

Drift Ratio (%)

Lateral Load (kN)

၂ᡍኧᏵ

Drift Ratio (%)

Lateral Load (kN)

၂ᡍኧᏵ

ୁ௢ϩ݋

კ 4-34 ୁ௢ϩ݋ኳᔕ SASZ ၂ᡏх๎ጕՉࣁ

Side-Slit

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

Drift Ratio (%)

Lateral Load (kN)

၂ᡍኧᏵ

Drift Ratio (%)

Base Shear (kN)

2F

Drift Ratio (%)

Base Shear (kN)

RF 2F

Model-2

Side-Slit

0

Drift Ratio (%)

Base Shear (kN)

RF 2F

Drift Ratio (%)

Base Shear (kN)

RF 2F

Drift Ratio (%)

Base Shear (kN)

RF 2F

Model-5

კ 4-40 ϖቫ֖႖ᕳᕅל៻ંᒳᄬࢎϐୁ௢ϩ݋ (ҥय़όೕ߾)

Side-Slit

Side-Slit

ಃѤക ၂ᡍ่݀ᆶ૸ፕ

0 1000 2000 3000 4000

0 1 2 3 4 5 6

RF Drift Ratio (%)

Base Shear (kN)

Model 2

Model 1 Model 3

Model 4 Model 5

კ 4-41 Ӛኳࠠל៻ંᒳᄬࢎϐୁ௢ϩ݋Кၨ

(ၗ਑ٰྍǺҁࣴز᏾౛)

ᢀჸკ 4-36 (Model-1)Ϸკ 4-37 (Model-2)ёޕᒳମ໧܄ל

៻ંᄬࢎऩҥय़ೕ߾Ǵӧቸ܄໘ࢤคፕࢂց֖ᕅǴഗቫᆶۭቫ ϐቫ໔ᡂՏفཱུࣁ࣬߈ǴӚቫϩᏼНѳୁΚ֡ϬǶՠ྽ۭቫౢ

ғ༟ላ຾Εߚጕ܄໘ࢤࡕǴۭቫᡂ׎ໆሀቚуೲǴӃၲཱུज़ቫ ໔Տ౽ౢғόᛙۓᐒڋԶઇᚯǶऩவ΢ԿΠଛ࿼όӕᘐय़ǴΠ ቫᘐय़ၨεǴ᏾ᡏ่ᄬ໧܄৒ໆᔈᗋёගଯǶᗨฅ Model-2 س

಍(֖ߚ่ᄬᕅ)ૈ܍ᏼޑ୷ۭ୊Κऊࣁ Model-1 س಍ϐ 1.6 ७Ǵ ՠځࠂࡋࠅε൯ගଯ 3.5 ७Ǵ܌ቚуޑऐ᎜ૈΚόىаᆶቚу ϐӦ᎜ϸᔈלᑽǶ

ӆКၨკ 4-37 (Model-2)Ϸკ 4-38 (Model-3*Ǵёޕᒳମ໧

܄ל៻ᄬࢎऩ֖ҥय़όೕ߾ӵ Model-3 ϐᕅଛ࿼Ǵۭቫቫ໔ᡂ

໘ࢤǴऩа୷ۭ୊ΚКၨǴ֖ᕅᄬࢎҥय़όೕ߾ޣǴځऐ᎜ம ࡋၨҥय़ೕ߾ޣ(ӵკ 4-37 ܌Ң)फ़եऊ 20%Ƕ

Кၨკ 4-39 (Model-4)Ϸკ 4-40 (Model-5*Ǵё࣮р໧܄ל

៻ંᄬࢎऩ֖Οᜐֹӄ႖໒ϐ႖ᕳᕅǴջ٬ᕅᡏଛ࿼όೕ߾ӵ Model-5 ϐس಍ǴӚኴቫϩᏼНѳୁΚ֡ϬǴഗቫᆶۭቫϐቫ໔ ᡂ Տ ൳ Я ࣬ ฻ Ǵ Ъ ٿ ޣ ຾ Ε ߚ ጕ ܄ ϐ ୁ Κ Ϸ Տ ౽ ᆶ ค ᕅ ᄬ ࢎ (Model-1)ཱུࣁ࣬߈Ƕ྽ۭቫౢғ༟ላ຾Εߚጕ܄໘ࢤࡕǴΟޣ ڙୁΚբҔϐՉࣁωัԖόӕǶىـᕅаΟᜐ႖໒БԄೀ౛Ǵ

ૈԖਏှ،ߚ่ᄬᕅჹ໧܄ל៻ᄬࢎϐቹៜǶோҥय़ೕ߾ޣϐ ऐ᎜மࡋࢂόೕ߾ޣϐ 1.25 ७Ǵϝၨόೕ߾ޣࣁ٫Ƕ

ஒӄ೽ኳࠠϩ݋่݀ϐ୷ۭ୊Κჹࡂഗቫ໔ᡂՏفᛤрୁ

௢Ԕጕӵკ 4-41 ܌ҢǶӚኳࠠ᏾ᡏس಍ϐ໧܄ש෧Ӣη(R_d^)ᗨ Ԗόӕՠৡ౦όε(1.27~1.82)Ǵՠ Model-2ǵModel-3 ϐ᏾ᡏࠂ ࡋऊࣁ Model-1ǵModel-4ǵModel-5 ϐ 3 ७Ǵىـߚ่ᄬ RC ᕅ ჹऐ᎜ՉࣁԖॄय़ቹៜǴࡌ᝼໧܄ל៻ંᄬࢎऩ֖҂଺ֹӄ႖ ໒ೀ౛ϐߚ่ᄬ RC ᕅѸ໪ԵቾᕅϐӸӧǴ٠໪ଜ෧Ӧ᎜ϸᔈ অ҅߯ኧаीᆉӦ᎜നλ೛ीᕴᐉΚǴЀځࢂҥय़ᕅᡏଛ࿼ό

֡ϬޣǴ׳ा௦ڗѸा௛ࡼቚம่ᄬس಍Ǵаխౢғ১ቫઇᚯ

܈ॹ༥Ƕ

ಃϖക!่ፕᆶࡌ᝼!

ಃϖക ่ፕᆶࡌ᝼

ಃ΋࿯ ่ፕ

࿶ၸ၂ᡍᆶϩ݋ǴҁࣴزᕇठӵΠ่ፕ:

1. ᒳମᄬࢎϣ֖ޑߚ่ᄬ RC ᕅڀԖখࡋεԶᡂ׎ૈΚόى ϐ੝܄ǴჹࡌᑐᄬࢎԶقǴᄬࢎڙύࡋӦ᎜ΚջёૈᏤठᕅᡏ຋

ཞǴεӦ᎜วғਔᒳମᄬࢎ৮ᜤวච೛ीႣයϐ໧܄ǴЪӦ᎜ୁ

Κҭёૈຬၸ೛ीϐႣයǴᏤठ୷ۭኴቫࢊ܈୷ᘵઇᚯǴঃऩࡌ ᑐ΢ߚ่ᄬ RC ᕅ҂ೱុԿ୷ᘵǴ߾ӧύᘐϐኴቫ೷ԋ১ቫǴӒϷ ࡌᑐ่ᄬӼӄǴჴόёᇸ۹ǶӢࡌᑐࡼπύёૈᡂ׳ߚ่ᄬᕅϐ Տ࿼Ǵֹπࡕ࠻ϣးঅΨёૈᄟନ܈ᡂ׳ߚ่ᄬᕅǴӢԜǴ่ᄬ πำৣ೛ीࡌᑐނਔಞᄍஒߚ่ᄬᕅ೛ीࣁόୖᆶל᎜ǴԶஒ֖

०่ᄬᕅᄬࢎ྽ԋ໧܄ޜᄬࢎϩ݋Ǵπำৣᇡࣁ۹ౣߚ่ᄬᕅޑ ऐ᎜ଅ᝘ࢂୃߥӺޑբݤǴՠҗҁჴᡍёޕǴջ٬ᒳମᄬࢎϣ֖

໻ 100 mm ࠆޑനλଛโ RC ᕅǴҭ཮٬֖ᕅᄬࢎࠂࡋε൯ගϲຬ ၸ 5 ७Ǵ٬᏾ᡏࡌᑐᄬࢎຼයᡂอǴᏤठӦ᎜ΚගଯǴࡺόёᇸ ۹ߚ่ᄬᕅϐଅ᝘Ƕ

2. ࡌᑐނऐ᎜೛ीೕጄჹᒳโషᏉβ܈ᒳମ໧܄ל៻ંᄬ

ࢎ֖ߚ่ᄬᕅޣǴ่ᄬس಍໧܄৒ໆۓࣁ 4.0Ǵҁࣴزࡌ᝼πำৣ

ᔈஒ 4.0 ຎࣁ΢ज़Ǵຎ่ᄬس಍ύߚ่ᄬᕅϐёૈϩթރݩϒаש ෧ǴӵᕅᡏϩѲό֡Ǵ೷ԋҥय़১ቫਔջሡஒߚ่ᄬᕅયΕ่ᄬ

3. ᒳମᄬࢎϣ֖ߚ่ᄬ RC ᕅǴऩค႖ᕳ܈ځд੝ਸೀ౛Ǵ ᕅᡏёהڙϐቫ໔ᡂ׎فᒿᕅଯቨКቚεԶफ़եǴ߻Γࣴز^[12]ࡌ

᝼ჹڂࠠࡌᑐᒳମᄬࢎ೛ीڗ 0.008ǴԜ΋ᡂ׎فჹ໧܄ל៻ંᄬ

ࢎԶقϼλǶӢԜᕅᡏஒ֎ԏε೽ϩޑНѳୁΚǴ৒ܰౢғᔈΚ

໣ύԶ຋ཞǴӵట٬ᄬࢎวචႣය໧܄߾ᕅᡏѸ໪ૈ৒೚ى୼ޑ ቫ໔ᡂ׎ૈΚǴҁࣴزࡌ᝼БԄࢂஒߚ่ᄬᕅΟᜐֹӄ႖໒ޑ႖ ᕳǴගଯቫ໔ᡂ׎ૈΚǴ೛ीਔᔈ࿶җᄬࢎϩ݋่݀،ۓӚኴቫ ႖ᕳቨࡋǴ٩Ҟ኱ቫ໔ᡂ׎فϐሡ؃ໆ೛ीǴԶၲډߚ่ᄬᕅ੿

҅όୖᆶܢלӦ᎜Κϐ೛ीགྷۓǶ

4. ҁࣴز၂ᡍၸำว౜႖ᕳᕅ΢೽Нѳ႖ᕳቨ 20 mm ӧቫ ໔ᡂՏຬၸ 3%ǴఉٿᆄϪߺೀᒳᖀ݈ౢғ਋ۙࡕǴ཮ௗ᝻ف໛ᕅ ഗǴஒᕅفֽ೽ᓸ࿗Ǵࡺᕅഗ܌ሡ႖ᕳᔈەуቨǶᕅٿୁᆶࢊ࣬

ೱϐ႖ᕳቨࡋǴᔈຎቫ໔ᡂՏ೛ीሡाፓ᏾Ǵа಄ӝऐ᎜೛ीा

؃Ƕค႖ᕳϐߚ่ᄬᕅǴᕅڬᜐᗨа୊ΚଝᆶᒳମௗӝǴՠ၂ᡍ

่݀ᡉҢځࣚय़୊ΚமࡋόىǴ྽ᄬࢎᡂ׎ቚεࡕ཮ЇวషᏉβ

࿗຋ԋ༧ၸԐ׎ԋ஝ပǴࡺऩᒳମᄬࢎ٬Ҕ RC Ѧᕅਔᔈᝄ਱௓ڋ ځቫ໔Տ౽ǴаᗉխύλӦ᎜ЇଆషᏉβ܈Ѧ߄းႬ׷࿗຋஝ပ

໾ΓǶ

5. ҁࣴزෳ၂ϐ႖ᕳᕅف໛ೀᗨଛԖံமโǴՠߥៈቫషᏉ βϝ཮೏ᔒᓸઇ࿗ǴԖճϐೀࣁёӭ֎ԏ΋٤ቫ໔ᡂ׎Ǵۯࡕᕅ ᡏჹᄬࢎϐቹៜǴՠऩ׆ఈᕅᡏૈӧᄬࢎफ़ҷࡕයڐշᄬࢎܢᑇ

ಃϖക!่ፕᆶࡌ᝼!

ᐉΚǴ߾Ѹ໪ӧ೛ी໘ࢤԵቾ႖ᕳቨࡋϷف໛࿗຋౜ຝǶ

6. ֹӄ႖໒ϐ႖ᕳᕅՉࣁᆶႣය࣬಄Ǵځऐ᎜܄ૈӧ໧܄Ϸ

੃ૈૈΚ΢֡ၨჴᕅࣁ٫ǴΨၨ಄ӝ΋૓πำৣ೛ीϐଷۓǶঃ

ၶεӦ᎜೷ԋཞ্Ǵ႖ᕳᕅᡏᆶᄬࢎௗ᝻Ԗշܭ༟܄໘ࢤ่ᄬس

಍ऐ᎜੃ૈǴჹӼӄԖ܌շ੻Ǵջ٬ቚ೛႖ᕳჴ୍΢ஒቚуᔼࡌ ԋҁǴϝॶளჹπำࣚ௢ቶǴ຾΋؁ࣴزᔈҔӧ೛ीჴ୍΢Ƕ

7. ҁ၂ᡍϐୁΚуၩس಍߯а֨࡭ڀϷႣΚᒳ෇֨࡭Ր၂ ᡏٿᆄϐ໺ΚఉǴаൂЍڋ୏Ꮤӧൂୁࡼу۳ൺ௢Κ܈܎ΚǶԜ уၩس಍ᗨё٬ఉࢊௗᓐၨௗ߈ჴሞޑ่ᄬՉࣁǴՠჹఉ཮೷ԋ ᚐѦޑືΚǴԜືΚჹᒳโషᏉβఉቹៜၨλǴՠჹᒳఉ߾ܰౢ

ғ਋ۙ٬ٿᆄࢊϐᡂ׎ό΋ठǶӵ௦ҔٿЍڋ୏Ꮤவٿᆄа΋௢

΋܎ϐБԄࡼуϸൺၩख़Ǵ܈ൂЍڋ୏Ꮤᙖখ܄໺Κس಍ޔௗӕ ਔࡼуୁΚܭٿᆄǴၨૈ٬ᄬࢎڙΚ֡ϬǴ಄ӝᒳମᄬࢎჴሞՉ ࣁǴёᗉխᒳ෇ቸ܄܎ߏǵסᙯ܈၂ᡏఉӢ਋Ԕᕭอ฻౜ຝวғǶ

8. ҁࣴزϐ໧܄ל៻ંᄬࢎࣁٿࢊ΋ఉϐൂၠൂቫᄬࢎǴЪ ߚ่ᄬ RC ᕅՏܭᄬࢎڙΚय़ϣϐύЈጕՏ࿼ǴࡕុёჹᕅՏܭఉ

ࢊਣࢎѦǵӭၠӭቫᄬࢎ܈ځд׷਑ϐߚ่ᄬᕅ (ٯӵ:ᇸ፦य़݈

ឲዀᕅǵ༧ࣵԄᇸ፦ᑄᕅ܈ମࢎଳԄय़݈ᕅ) ჹ໧܄ᄬࢎϐቹៜǴ

࡭ុࣴزǴٮ཰ࣚᆶ࣬ᜢೕጄঅुϐୖᏵǶӢ႖ᕳۘԖٛНǵٛ

ОǵϷ႖ॣୢᚒǴπำჴ୍΢ᔈҔǴᗋԖࡑࡌᑐৣǵࡌ׷Ϧљǵ

่ᄬπำৣ฻஑ৎӅӕոΚࣴวཥԄ႖ᕅǶ

ಃΒ࿯ ࡌ᝼

ࡌ᝼΋

่ᄬ೛ीᔈຎ RC ᕅϩթރݩש෧ᄬࢎϐ໧܄৒ໆǴ٠а 4.0 ຎࣁ่ᄬس಍໧܄৒ໆϐ΢ज़ǺҥջёՉࡌ᝼

ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕמৣϦ཮ǵ่ᄬπำמৣϦ཮ʳ ڐᒤᐒᜢǺϣࡹ೽ࡌᑐࣴز܌

ҁࣴزჴᡍ᛾ჴǴ྽໧܄ל៻ંᄬࢎόԵቾߚ่ᄬᕅӸӧϐ ਔǴܰ೷ԋࠂࡋϩଛό֡܈ౢғ১ቫӒᓀǶӢԜǴԖᜢࡌᑐނऐ

᎜೛ीೕጄύǴჹܭ֖ߚ่ᄬ RC ᕅϐᒳโషᏉβ܈ᒳମ໧܄ל៻

ંᄬࢎǴᔈຎ่ᄬس಍ύߚ่ᄬ RC ᕅᘐय़ᑈ܌՞КٯǴჹ໧܄৒

ໆբ፾྽ש෧Ǵځس಍໧܄৒ໆᔈа 4.0 ࣁ΢ज़Ƕ

ࡌ᝼Β

႖ᕳᕅس಍ऐ᎜܄ૈᓬܭჴᕅǴҭ಄ӝ่ᄬϩ݋ϐଷ೛Ǻҥ ջёՉࡌ᝼

ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕמৣϦ཮ǵ่ᄬπำמৣϦ཮

ڐᒤᐒᜢǺϣࡹ೽ࡌᑐࣴز܌

ҁࣴز၂ᡍ่݀ᡉҢǴ႖ᕳᕅس಍ϐऐ᎜܄ૈᓬܭჴᕅǴΨ

ၨ಄ӝ΋૓πำৣ೛ीਔϐଷۓǶ྽ᎁၶεӦ᎜Ǵࡌᑐނวғၨ

εቫ໔ᡂ׎ਔǴ႖ᕳᕅᡏᆶᄬࢎௗ᝻ǴԖշܭගଯᄬࢎس಍ϐம

ಃϖക!่ፕᆶࡌ᝼!

ࡋǴаϷගϲ༟܄໘ࢤ่ᄬس಍ϐߔѭᆶ੃ૈૈΚǴӢԜჹܭٛ

Зࡌᑐނ஝༥Ԗ܌շ੻Ǵॶளჹπำࣚ௢ቶǴ٠຾΋؁ᔈҔܭπ ำჴ୍Ƕ

ࡌ᝼Ο

่ᄬ೛ीᔈቩ཈ຑ՗Ӛኴቫߚ่ᄬ RC ᕅ႖ᕳϐ೛ीቨࡋǴ аයዴჴගϲᄬࢎس಍ϐᡂ׎ૈΚǺҥջёՉࡌ᝼

ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕמৣϦ཮ǵ่ᄬπำמৣϦ཮

ڐᒤᐒᜢǺϣࡹ೽ࡌᑐࣴز܌

ట٬ᄬࢎวචႣය໧܄Ǵ߾ᕅᡏѸ໪ૈ৒೚ᄬࢎԖى୼ޑቫ ໔ᡂ׎ૈΚǴҁࣴزࡌ᝼ஒߚ่ᄬ RC ᕅΟᜐᆶᄬࢎֹӄ႖໒Ǵа ගଯቫ໔ᡂ׎ૈΚǴՠҗܭӚኴቫჹቫ໔ᡂ׎ϐሡ؃όӕǴӢԜ ܭ೛ीਔǴᔈӃ຾Չޜᄬࢎϩ݋Ǵӆ٩Ҟ኱ቫ໔ᡂ׎فϐሡ؃೛

ीӚኴቫ႖ᕳቨࡋǴԶၲډߚ่ᄬᕅ੿҅όୖᆶܢלӦ᎜Κϐ೛

ीଷۓǶ

ߕᒵ΋!௦ᖼຑᒧہ঩཮᝼इᒵ!

ߕᒵ΋ ௦ᖼຑᒧہ঩཮᝼इᒵ

ϣࡹ೽ࡌᑐࣴز܌

98 ԃࡋȨᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴزȩہૼࣴزਢ ௦ᖼຑᒧہ঩཮᝼इᒵ

΋ǵਔ! ໔Ǻ98 ԃ 2 Д 4 ВȐࢃයΟȑΠϱ 2 ਔ 00 ϩ

ΒǵӦ! ᗺǺҁ܌ᙁൔ࠻ȐѠчᑜཥ۫ѱчཥၡΟࢤ 200 ဦ 13 ኴȑ

ΟǵЬ! ৢǺ׵є໣Γҏғ ૶ᒵǺഏځᗱ

ѤǵрৢϷፎଷہ঩ǺȐӵᛝډൂȑ

рৢǺ׵ҏғǵЦᄪ຾ǵఆྍཧǵླྀҸৎǵഋ၈ޔǵಷ۸᜻ǵ݅ቚӓ ፎଷǺค

ϖǵӈৢΓ঩Ǻ஭஑ߐہ঩ࣿᛯȐፎଷȑǵഋЬҺࡾىȐፎଷȑǵ໳ЬҺඵமȐፎଷȑ

ϤǵЬ࡭Γൔ֋ǺҁہૼࣴزਢӅငہ঩ 7 ΓǴҞ߻཮൑ύрৢϐѦင஑ৎᏢ ޣہ঩ 4 ΓϷҁ܌ہ঩ 3 ΓǴӝी 7 ΓǴຬၸہ঩ᕴᚐΒϩ ϐ΋ǴѦငϐ஑ৎᏢޣہ঩Γኧҭຬၸрৢہ঩ΓኧϐΟϩ ϐ΋Ǵ࠹Ѳ཮᝼҅Ԅ໒ۈǶ

ΎǵЬᒤൂՏൔ֋Ǻ

Ȑ΋ȑҁہૼࣴزਢԾ 98 ԃ 1 Д 6 ВϦ֋ܕ኱ૻ৲Ǵ٠ܭ 98 ԃ 1 Д 15 В Πϱ 5 ਔᄒЗ׫኱ԏҹǴीԖ 1 ৎቷ୘׫኱ǹ࿶ 98 ԃ 1 Д 16 Вၗ਱

ቩࢗǴၗ਱ӝܭೕۓϐ׫኱ቷ୘Ӆी 1 ৎǴࣁ୯ҥ໦݅ࣽמεᏢǶҁ ਢ٠ܭ 98 ԃ 1 Д 23 В΢ϱ 10 ਔ 10 ϩǴє໒πբλಔ߃ቩ཮᝼Ǵ࣬

ᜢ཮᝼इᒵᆶཀـፎہ঩ୖԵǶ

ȐΒȑҁਢຑᒧ໪ޕϐȨຑᒧբ཰ࢬำȩǵȨຑᒧ໨ҞϷ៾ख़ȩǵȨᓬയቷ୘ຑ ۓБԄȩ฻ा໨Ǵፎہ঩ዴᇡǶ

،ۓǺрৢຑᒧہ঩֡ӕཀ٩চϦ֋ϐຑᒧ໪ޕೕۓᒤ౛Ƕ Ζǵ׫኱ڙຑቷ୘ᙁൔǺౣǶ

ቩࢗہ঩ ቩࢗہ঩ཀـ ቷ୘ӣᔈ

Drift Ratioࢂቫ໔ᡂՏفǴаۭቫޑ Ӧ݈य़ډഗቫޑӦ݈य़࣬ჹϐ໔ୁ

ߕᒵ΋!௦ᖼຑᒧہ঩཮᝼इᒵ!

ࣚॶǴࢂցեࠠᕅᔈ၀ाλܭ 1 Кၨ

ߕᒵΒ!ಃ΋ԛ஑ৎ০ፋ཮᝼इᒵ!

࢒ᕴ࿶౛ᙼࢩ ၂ᡏ SATǴᄬࢎϷᕅᡏௗӝೀ

ҭёԵቾаኲᒳڰ࡭ՐǴڗж চҁᒳᆅϷᒳ݈᎗ௗǶ

གᖴہ঩ගٮࡌ᝼Ǵஒᒥྣہ

঩ཀـঅ҅ಒ೽೛ीǶ

ጰ௲௤੻ຬ RC ଯቫࡌᑐ RC ᕅޑଯቨК ࡐεǴόࢂ 0.8ǴЪࢊᘐय़࣬

ჹܭᕅᘐय़Ǵाε೚ӭǴځჴ ሞՉࣁᆶ 97 ԃჴᡍ่݀ёૈ

όӕǶ

གᖴہ঩ࡰ҅Ǵ҂ٰӧࣴزൔ

֋ύஒયΕ૸ፕǴ٠ᇥܴჴᡍ

่݀ϐ፾Ҕ܄ज़ڋǶ

᝵ᕴ࿶౛නप ၂ᡏ SMFWǴᕅᡏᆶᄬࢎ࣬ௗ

ϐ ୊ Κ ଝ མ ௗ ߏ ࡋ ࢂ ց ى

୼ǻ

གᖴہ঩ගٮჴ୍࿶ᡍǴஒᒥ

ྣہ঩ཀـᔠਡ୊Κଝ೛ीǶ

஭ᕴ࿶౛ֻԋ ऩଷۓᕅ΢Бࣁ RC ኴ݈ࡌ᝼

а΅ӷࠠБԄ໒ኲǶऩᕅ΢Б ࣁᒳఉࡌ᝼аͣӷࠠБԄ໒ ኲǶ

གᖴہ঩ගٮჴ୍࿶ᡍǴҁࣴ

زኳᔕߚ่ᄬᕅǴՏܭᒳఉΠ БǴࡺ௦ҔͣӷࠠБԄ໒ኲǶ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

ҁ܌ 98 ԃࡋہૼࣴزीฝȨᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴزȩ ᄤȨషᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴزȩ฻ 2 ਢයύቩࢗ཮᝼इᒵ

΋ǵਔ໔Ǻ98 ԃ 7 Д 1 ВȐࢃයΟȑΠϱ 2 ਔ 30 ϩ ΒǵӦᗺǺҁ܌ 13 ኴᙁൔ࠻

ΟǵЬ࡭ΓǺ݅ಔߏࡌֻ इᒵǺ׵ѠӀǵഏځᗱ ѤǵрৢΓ঩Ǻ(ӵᛝډൂ)

ϖǵЬৢठຒǺౣǶ

Ϥǵ୺ՉൂՏȐ٩ׇ୯ҥ໦݅ࣽמεᏢǵ୯ҥᆵ᡼ࣽמεᏢȑᙁൔǺౣǶ ΎǵᆕӝཀـǺ

(΋)ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴز 1ǵЦמৣߜൺǺ

(1) ҁࣴزਢයύൔ֋ύǴჹܭᒳโషᏉβࡌᑐނ໧܄ᄬࢎ֖ߚ่ᄬ RC ᕅऐ᎜܄ૈϐ૸ፕǴ՞Ԗࣗεϐጇ൯Ǵёெϝ҂ـჹܭѐ(97) ԃࡋ၂ᡍԋ݀Ǵଞჹ௢ᆉӚ၂ᡏϐ໧܄৒ໆ RǴ๏ϒКၨᆶ૸ፕǴ аߡჹܭ౜Չࡌᑐނऐ᎜೛ीೕጄύ߄ 1.3Ǵගрঅुϐࡌ᝼Ǵ යఈ҂ٰૈયܭҁࣴزਢൔ֋΋ٳ૸ፕǶ

(2) ҁࣴزਢ၂ᡏ೛ीϐᒳ׷ǴەԵໆჴሞᒳ׷ϐமࡋǴനӳૈа၂ ᡍ؃ளځफ़ҷᔈΚᆶཱུज़ᔈΚǴ٠Եቾफ़ҷࡕᔈΚᡂϯϷफ़ҷம ࡋϐᡂ౦Ǵ੝ձӧமࢊ১ఉύǴఉ໧܄วචࡕϐ៻ં৒ໆǶ (3) ҁࣴزਢϐ၂ᡏೕჄǴఉᖀ݈௦ҔఊࡋϪߺϐБԄǴࢂցཀښࣁ

ߥ࡭໧܄৒ໆǴԶஒځ៻ં৒ໆש෧ 10%ǴՠԜᖐςߺ෧ఉϐ៻

ં৒ໆǶ 2ǵߋ៝ୢܱѳǺ

(1) ѐԃࡋ RC ᄬࢎ֖ RC ᕅϐࣴزǴ߯௦Ҕ U ׎໒ኲ(AS Ϸ AI4)Ǵ Ԝऊࣁ 20 ԃ߻ܭ੝ਸ่ᄬѦቩਔǴதࡌ᝼௦Ҕϐ೛ीБԄǴЪ

؃ǴΞӄѺӧ΋ଆǹҁԃࡋ֖ RC ᕅᒳᄬࢎ௦ͣ׎໒ኲǴ߾ RC ᕅ߯аᒳโೱௗܭΠ೽ RC ఉ΢ǴӢԜѝૈᔈҔܭ 1F ԶςǶ (2) ऊΒǵΟΜԃ߻ǴВҁςஒႣ᠗֖ᕳ RC ᕅᔈҔܭᒳᄬࢎǴܭܿ

٧εᏢֹԋ΋سӈ၂ᡍࡕǴѠ᡼Ψ໒ۈԖ΋ᔈҔϐਢٯǴѬӧம

᎜ٰᖏਔǴӃշל᎜ǵӃ຋ǵӃफ़খࡋϷமࡋࡕǴӆҗપᄬࢎௗ

๱ᝩុל᎜ǴԜᆶ 97ǵ98 ٿԃࡋࣴزਢϐऐ᎜ᡄᒠόӕǴҗᄬ

ࢎӃ১ϯǴܭၨεϐୁՏ౽ϐࡕǴω٬ᕅڙΚǶ

(3) ӧᒳโషᏉβᄬࢎϐᔈҔύǴᗨฅа 1.5% h ຾Չ௖૸Ǵՠࢂӧ ᒳᄬࢎࢂցᔈӃ଺໧܄ל៻ંᄬࢎϐߚጕ܄ϩ݋Ǵӆۓ௦ҔӭϿ

%ୁՏ౽ǻଞჹ Ke/KeMFϐ૸ፕǴӧჴ୍ᔈҔ΢όёૈѝԖٿࢊ

΋ఉϐᄬࢎǴፎӆϒᔠ૸Ƕ

(4) ࡽฅᆀϐࣁȨߚȩ่ᄬ RC ᕅǴӢԜӧଛโ΢ाݙཀᕅҁيࢂՏ ܭଯኴቫᆶեኴቫೀǴӢࣁ܌ሡय़Ѧऐ᎜ૈΚҭԖ܌όӕǴԶЪ НѳโΨό΋ۓ໪ೱុǶ

(5) ൔ֋ਜಃ 2.2 ࿯ǴԖᜢᒳମᄬࢎϐ೛ीǴ߯ЇҔ LRFD ϐೕۓǴ

຾ՉఉϷࢊᘐय़ϐᔠ૸Ǵՠ҂ـԖᜢఉᆶࢊௗӝϐϩ݋ᆶ೛ीǹ ፎݙཀ྽ᒳโషᏉβᕅ໒ۈȨрΚȩࡕ(ၲᕅᡏלᓸமࡋ 441kN а΢ਔ)Ǵ߾ᒳᄬᘐय़ᆶௗӝࢂցӝەǻ

(6) ᒳโషᏉβᕅёբӧ I ఉϐѦጔǴ൑᠗ϷႣ᠗ࣣܰǴӵԜωࢂ੿

ޑߚ่ᄬᒳโషᏉβᕅǶ 3ǵഋמৣપහǺ

(1)а RC ᕅբࣁߚ่ᄬ܄ϐᡄᒠǴەӆံкᇥܴǶջ٬ 10cm ࠆϐ RCᕅǴӧ่ᄬமࡋᆶখࡋϐଅ᝘ǴϝฅΜϩёᢀǶкჴᕅբࣁߚ

่ᄬǴەံкᇥܴচہǶ

(2)ҁࣴزਢයύൔ֋ύǴଞჹಃ 4 ।ϐѳ႖ᕳᆶ Z ႖ᕳǴەӆံк ᇥܴϟय़ೀ౛ϐಒ೽Ƕ

(3)ҁࣴزਢයύൔ֋ύǴಃ 14 ।႖ᚆᕳ AS ᆶ AI4 ϐ௓ڋελǴჴ

ෳॶەံкǶ

(4)ҁࣴزਢයύൔ֋ύǴಃ 18 ।ᄬࢎ MFW ஒᒳโషᏉβᕅǴ྽଺

ߕᒵΟ යύቩࢗ཮᝼इᒵ

(5)ҁࣴزਢයύൔ֋ύǴಃ 21 ।၂ᡏᘐय़߄ϐᇥܴǴزഖനࡕ௦Ҕ

ٗѤಔᘐय़ǴەӆܴዴǴ၂ᡏࢊᘐय़ Box 400 ࣁόҔޣǴҭەܴ

ዴᇥܴǹಃ 22 ।ࢊᘐय़ Box 340 ᔈঅ҅ࣁ Box 350Ƕ

(6)ҁࣴزਢයύൔ֋ύǴಃ 23 । pdࣁऐ᎜ᄬ׷ᘐय़ǴԶߚ༟܄ᘐ य़Ƕ

(7)ҁࣴزਢයύൔ֋ύǴಃ 28 । SMW ԖᒳโషᏉβᕅჴᕅǴӵՖ Ⴃ՗ᒳ่ᗺϐ༟܄ላǶ

(8)ҁࣴزਢයύൔ֋ύǴಃ 29 ।႖ᚆᕳࣁ 35mmǴӵа Type B ࢂց ёՉǴ܈ޣόҔ Type BǶ

(9)ҁࣴزਢ҂ٰܭය҃ൔ֋ϐև౜Ǵፎߕ΢၂ᡏઇᚯறՅྣТǶ 4ǵಷמৣ۸᜻Ǻ

(1) ҁࣴزਢҞ߻຾ࡋࣁ၂ᡏ೛ीϐ໘ࢤǴҭςගрѤঁόӕޑ၂ ᡏǴёКၨόӕచҹޑ၂ᡍ่݀ǶԜ၂ᡏ೛ी՟ςёႣයځ่

݀Ǵऩૈஒԋ݀ᔈҔܭ୯ϣதـ೛ीԋ݀ϐᡍ᛾Ǵځࣴزԋ݀ஒ

׳ࣁԖҔǶ

(2) ჹܭҞ߻ߚ่ᄬᕅϐࡼբБԄǴځ໧܄৒ໆࢂցૈ಄ӝೕጄޑሡ

؃Ǵ܈ޣሡाӆϒש෧Ǵᔈёॷշܭҁ၂ᡍٰ଺ᡍ᛾Ƕ

(3) а႖ᕳගଯᄬࢎϐ໧܄Ǵ୷ҁ΢ࢂёႣයޑǴՠࢂᔈ၀ӵՖᔈҔ ܭჴሞπำ΢Ǵ٠Ъ҂ٰӧࡼբਔǴૈၲډࡼπߡճǵٛНϷ࿶

ᔮ܄ǴёૈΨࢂҁࣴزਢќ΋໨ϐፐᚒǶ 5ǵጰ௲௤੻ຬǺ

(1) ᒳโషᏉβᄬࢎ༤ RC ᕅǴ௦Ҕ Z ׎ኲᕳǴύ໔ϝԖ೽ϩ࣬ೱǴ ՠᒳᄬࢎ༤ RC ᕅǴ௦Ҕ Z ׎ኲᕳǴύ໔٠ؒԖ࣬ೱ೽ϩǴزഖ Ԗ೽ϩ࣬ೱࢂցКၨӳǻ

(2) ኲᕳቨᆶᕅଯڗ 1.5%Ǵࢂցӝ፾ǻऩຎ௃ݩϐόӕǴԶԖόӕ

6ǵύ๮҇୯ࡌᑐৣϦ཮ӄᖄ཮ ഋ᜻෕ࡌᑐৣǺ

(1) ҁࣴزਢϐᚒҞǴࡌ᝼ૈ଺ֽ೽ϐঅ҅ǴӢࣁȨߚ่ᄬ RC ᕅȩ ᆶȨऐ᎜܄ૈȩϐ௶ॊǴځЎӷᡉҢϐཀကǴ՟Яคݤᜢᖄӧ΋

ଆǶ

(2) ऩᒳโషᏉβᕅ٬ҔܭѦᕅǴ΋૓த௦ҔႣ᠗ϐБԄǴ٠Ъ໪ӆ Եቾᆘࡌᑐǵૈྍीᆉ฻ୢᚒǴ྽ᕅࠆࡋࣁ 10cm ϐਔǴࢂցё

಄ӝ࣬ᜢϐሡ؃Ƕ

(3) ҁࣴزਢճҔኲᒳϷቸ܄׷ǴаϷ႖໔ᄬࢎǴࢂցԖԵቾځࡼπ

܄Ƕ

(4) ҁࣴزਢճҔኲᒳڰۓ RC ᕅǴӵၶय़ѦᔈΚǴࢂց཮ಥኲԶว ғӒᓀǴҭፎஒԜ॥ᓀયΕԵቾǶ

(5) ऩᒳโషᏉβᕅ٬Ҕܭϣ႖໔ᕅǴ߾ԖٛОǵऐᐯ฻ୢᚒǴፎ΋

ٳયΕԵቾǶ

(6) ᒳโషᏉβᕅϐف໛ǴࢂցሡाᚐѦϐံமǶ 7ǵύ๮҇୯่ᄬמৣϦ཮ӄᖄ཮ මמৣቼ҅Ǻ

(1) ၂ᡏࢊᆶ୷০ೱௗ࿯ᗺǴࢂց৒೚௽ᙯϐచҹǴᔈᆶ၂ᡍՉࣁቹ ៜԖᜢǴࡌ᝼຦܌ૈќਢԵቾ୷০௽ᙯ(࿯ᗺ)ϐ௃ݩǴ٠Ъቚу

௖૸ΒቫኴϐᄬࢎǶ

(2) ྽ᕅᆶᄬࢎϐமࡋৡ౦ၨεϐਔǴځև౜ϐՉࣁǴҭᔈԖ܌ό ӕǶ

(Β)షᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴز 1ǵЦמৣߜൺǺ

(1) ቚуൎ״ᛠఎᗨܰܭࡼπǴՠሡԵໆаΠٿᗺǺ(a)ࢊѦ೽ऩ௦Ҕ

ٛО݈ঋ଺းঅ݈ਔǴ߄य़ёૈԖँрϐᖥ൰ǹ(b)Оؠਔଯྕ

(400ка΢)Ǵёૈ࿶җൎ״ᛠఎ໺Կࢊϣ೽షᏉβǴᏤठషᏉβ ᑩ๞Ǵҭёૈ೷ԋᛠఎᖥ൰᚞ಥǶ

(2) ᐉ႖݈ӵ௦Ҕ R-C2 ϐᇙբБݤǴஒӢځനࡕ࠾݈ࣁӄᅖ೸᎗

ߕᒵΟ යύቩࢗ཮᝼इᒵ

(3) ਥᏵၸѐ࿶ᡍǴႝ዗ᅙ෦᎗ϐᐉ႖݈ࠆࡋёλԿ 19 mmǴࢊ݈ࠆ ࡋҭёλԿ 16 mmǴۘёၲډѳ᏾ᅈཀޑਏ݀Ƕ

(4) ܭኧᏢኳࠠϩ݋ਔǴەஒࢊ݈ύൎ״ᛠఎϾ΋ٳኳᔕǴ߾ PEEQ

܈ Von Mises კёૈ཮ԖᡂϯǶ 2ǵߋ៝ୢܱѳǺ

(1) ᝩ 97 ԃࡋȨ֖ଯமࡋషᏉβጃࠠᒳࢊϐືӛڙΚՉࣁࣴزȩࡕǴ ҁԃࡋቚуڙኙբҔǴ၂ᡏϷ၂ᡍး࿼ҭᒿϐံமӵკ 2.1 Կ 2.16Ƕፎᔠ૸΢ഗ݈Ѥڬᅈ᎗ϐ፾ە܄Ϸݙཀᒳఉуࠂ݈ϐЁκ

҅ዴ܄฻Ƕ

(2) ҺՖ၂ᡍӧуΚ୔ϷϸΚ୔ϐֽ೽ΚᏢ౜ຝၨࣁፄᚇǴ߾૸ፕ CFBC(షᏉβጃࠠᒳࢊ)ӕਔ܍ڙືᓸΚǵ୊ΚǵኙԔբҔϐȨԖ ਏ୔໔ȩᔈӵՖղۓǻ

(3) Ԗज़ϡનϩ݋ኳࠠӧ၂ᡏᆶ୷ᘵௗ᝻य़ϐ״ڋኳᔕԖցԵቾߚ ጕ܄ϐ౜ຝ(ௗ᝻ǵϩᚆ฻)ǻ

(4) CAP(ϣ᎗ᐉ႖݈)Ϸ CAT(ቚуᛠఎ)ϐԖਏ܄၂ᡍёցӃ଺ᙁЍ ఉપ៻Ԕϐ߻࿼၂ᡍǻ

3ǵഋמৣપහǺ

(1) ҁࣴزਢයύൔ֋ύǴଞჹಃ 22 ।ϐൎ״ᛠఎѝ೛ܭࢊᆄǴፎ ᇥܴҔཀǶ

(2) ҁࣴزਢයύൔ֋ύǴಃ 23 ।ύ R-C3 ࠠԄऩዴۓό௦ҔǴ߾ࡕ

ុϐ௶ॊࡌ᝼ёڗ੃Ƕ

(3) ҁࣴزਢයύൔ֋ύǴଞჹಃ 24 । R-C2 ࠠԄϐ႖݈Ѥڬ௦Ҕ ESW(ႝ዗ᅙ෦᎗)ǴӅԖ൳य़᎗ௗǻќࢂցᒥൻ WPS(᎗ௗำׇ

ೕጄਜ)Ϸࡕុ຾Չ NDT(ߚઇᚯᔠෳ)ǻаዴߥ᎗ௗࡼπࠔ፦Ǵፎ ᇥܴǶ

(4) ҁࣴزਢයύൔ֋ύǴಃ 25 ।௦Ҕ CAT(ቚуᛠఎ)ажඹ୊Κ ଝǴፎᇥܴ౛җǶ(ᆶಃ 41 ।Кჹ)

݀Ǵځࢊय़݈ᆶషᏉβϐࣚय़ኳԄӵՖ೛ۓፎᇥܴ(ځᔈᡂࢂց

΋ठǻ)Ƕ

(6) ҁࣴزਢයύൔ֋ύǴಃ 31 ।ϐືΚᆶ၂ᡏϐࣚय़ӵՖೀ౛Ǵ Զ٬ڙΚ֡Ϭǻ

(7) ҁࣴزਢයύൔ֋ύǴଞჹಃ 38 । CAP(ϣ᎗ᐉ႖݈)ࢂցΨԖ ESW(ႝ዗ᅙ෦᎗)ϐୢᚒǻ

(8) ፎᇥܴಃ 40 । TAA ၂ᡏϐಒ೽Ƕ

(9) ҁࣴزਢයύൔ֋ύǴଞჹಃ 44 ।Ⴃ՗༟܄ላᆶคషᏉβБࢊ

ϐኧᏵёցКჹǻ

(10)ҁࣴز٠คಃ 49 । R48-00 ࠠԄϐ၂ᡏǶ

(11)ҁࣴزਢයύൔ֋ύǴಃ 53 ।ࡌ᝼҂ٰ຾ՉႣ՗ઇᚯၡ৩ᆶჴ ሞՉࣁКჹǴ٠ፎߕ΢ઇᚯறՅྣТǴаճ཰ࣚୖԵǶ

(12)΋૓ᖥ൰ࣣς຾Չฯϯೀ౛ǴӢԜ CAT(ቚуᛠఎ)ࠠԄόࡌ᝼᎗

ௗᖥ൰ޑբݤǶ 4ǵಷמৣ۸᜻Ǻ

(1) ҁԛᙁൔࣁයύᙁൔǴ٩ҁਢႣۓ຾ࡋа၂ᡏ೛ीϷ၂ᡏᇙբᎦ

ៈࣁЬǶҞ߻ᔕ೛ीޑ၂ᡏϩࣁ 6 سӈӅԖ 20 ঁ၂ᡏǴхࡴቨ ࠆКǵൎ״฻ӚᅿόӕӢનޑቹៜǴᇡࣁᔈёКၨрόӕޑ၂ᡍ

่݀Ƕ

(2) Ҟ߻ќаԖज़ϡનࡌҥϩ݋ኳࠠǴ׆ఈஒٰૈᆶ၂ᡍ่݀࣬ϕᡍ

᛾Ǵஒٰёගٮ཰ࣚϩ݋ᔈҔǶ

(3) ൔ֋ύගډёа࿯࣪ٛО׷਑ǴԜ೽ϩёૈሡाӆӑ᛾Ƕ 5ǵጰ௲௤੻ຬǺ

(1) ӵ௦Ҕ CAP(ϣ᎗ᐉ႖݈)ᆶ CAT(ቚуᛠఎ)ࣁՖૈගଯ༟܄៻ં

Mpॶǻځ pdॶϐёૈጄൎࣁՖǻ

(2) Ӣीᆉ Mpਔଷ೛షᏉβᆶᒳମࣁֹӄӝԋ(Composite)բҔǴϸ ԔᗺϐଯࡋǴࣁՖૈׯᡂ༟܄៻ં M ǻ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

6ǵύ๮҇୯ࡌᑐৣϦ཮ӄᖄ཮ ഋ᜻෕ࡌᑐৣǺ

(1) Ҟ߻ВҁςԖғౢᄾᓸԋࠠϐጃࠠᒳࢊᘐय़ǴҁࣴزࢂցԵቾ௦ Ҕǻ

(2) Ӣࢊᄬ׷ϐ໧܄ᆶځ܍ڙື܎Κ܈ືᓸΚԖᜢǴҁࣴزࢂցёԵ ቾቚуࡼуື܎Κޑ၂ᡍǻ

(3) CAP(ϣ᎗ᐉ႖݈)ᆶ CAT(ቚуᛠఎ)ӚԖճᄄǴՠ CAP ՟Ԗၨ٫

ϐऐΦ܄Ƕ

7ǵύ๮҇୯่ᄬמৣϦ཮ӄᖄ཮ මמৣቼ҅Ǻ

(1) ҁࣴزࢂցԵໆ܍ڙືᓸΚϐࢊᄬ׷ёܢ੃ୁ௢ΚϐբҔǻќ షᏉβࢂցϩᏼᔈԖϐືᓸΚǻ

Ζǵ୺ՉൂՏӣᔈǺ

(΋)ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴز

1Ε ҂ٰ཮ஒ၂ᡍۯߏ଺ډቫ໔ᡂ׎فຬၸ 4%ޑઇᚯ໘ࢤǴளаዴ ჴΑှӚ၂ᡏޑ໧܄৒ໆǴ٠ӧය҃ൔ֋ύගрҁԃࡋᆶ 97 ԃ ࡋ٩၂ᡍ่݀Զளϐ໧܄৒ໆ R ࡌ᝼ॶǶ

2Ε ஒа၂ᡍ؃р܌Ҕᒳ׷ޑჴሞமࡋٰᔠ૸மࢊ১ఉϐ៻ં৒ໆ ᆶௗᓐ୊ΚǶᇙբ၂ᡏϐ߻ஒӆᔠਡఉࢊௗӝೀϐϩ݋ᆶ೛ीǴ ٠ਡᆉჹय़Ѧᡂ׎৒ໆ٠ࣴزಒ೽ࡼπБݤǴ٬ૈᔈҔܭଯቫࡌ ᑐύǶ

3Ε ࣁዴߥᄬࢎϐ໧܄৒ໆǴҁࣴز၂ᡏఉᖀ௦ఊࡋϪߺǴਥᏵఉϐ

៻ંఊࡋש෧ 10% ೛ीǴа௓ڋϪߺҞ኱୔ૈၲډफ़ҷǶԜᖐ ዴჴ཮ЇᏤఉᆄ(ᚆࢊय़ 15 ϦϩԿ 32 Ϧϩϐ୔ୱ)ගԐ຾Ε༟

܄Ƕՠᒳ׷ฯڰฯϯࡕǴ೯தமࡋ཮ቚуԿफ़ҷ៻ંϐ 1.2 ७а

΢ǶӢԜǴႣ՗ఉࢊҬࣚय़ϐ៻ંനࡕϝёၲډচӃ೛ी܌ሡϐ

៻ં৒ໆǶ

4Ε ஒа໧܄ל៻ᄬࢎߚጕ܄ϩ݋่݀،ۓ႖ᕳቨࡋǴаዴߥ RC ᕅ όቹៜ໧܄ל៻ᄬࢎӧफ़ҷ߻ϐՉࣁǶ҂ٰӧԋ݀ൔ֋ύஒ૸ፕ

໧܄৒ໆǵቸ܄ࠂࡋǵཱུज़ቫ୊ΚਔǴ٠ᔠ૸ჴ୍΢ӭܭٿࢊ΋

5Ε ҁ၂ᡍ߯ෳ၂ᒳମᄬࢎڀߚ೛ीࣁܢᑇӦ᎜Κϐ RC ᕅڙϸൺୁ

ΚՉࣁǴ֖Οᜐ႖ᕳೀ౛ࡕՉࣁϐׯᡂǶ҂ٰёۯុҁࣴزӆ຾

΋؁଺ RC ᕅᆶఉࢊᄬࢎԖୃЈϐ၂ᡍǴ຾ՉКჹǶ

6Ε ҁࣴزᕳቨڗᕅଯ 1.5%ࢂዴߥᕅӧ၂ᡏֹӄफ़ҷࡕωᆶᄬࢎௗ

᝻ǶჴሞᔈҔ΢Ǵ႖ᕳቨࡋᔈຎӚঁኴቫόӕޑ೛ी৒ໆ٬܌Ԗ

֖ᕅᄬࢎόڙᕅᡏቹៜǴׯ๓೛ी΢ᕅᡏόૈೱೣډ୷ᘵϐ่ᄬ س಍১ቫਏᔈǶ

7Ε ҁࣴز܌ᆀϐ RC ߚ่ᄬᕅࢂࡰߚ೛ीࣁܢᑇӦ᎜Κϐ RC ᕅǴ ᕅჴሞ΢Ԗ่ᄬբҔǴՠ೛ीਔ(πำᄍٯ)٠όஒځமࡋϷࠂࡋ યΕϩ݋Ǵ҂ٰӧԋ݀ൔ֋ύஒံкᇥܴ RC ߚ่ᄬᕅϐۓကǶ 8Ε ҁࣴزࢂऊ 4/5 ᕭЁኳࠠ၂ᡍǴࡺ 10 cm ᕅࠆऊ฻ܭჴሞ΢ىЁ

12 cmѰѓϐ RC ߚ่ᄬᕅǴᔈё಄ӝૈྍᔠ૸೛ीǶ

9Ε ځᎩᝊ຦ཀـஒୖྣہ঩܌ගࡌ᝼ཀـǴය҃ൔ֋ύуаᇥܴǶ (Β)షᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴز

1Ε ٬Ҕൎ״ᛠఎᎁၶО্ࡕǴሡा຾ՉঅൺǶ

2Ε ٬Ҕൎ״ᛠఎޑਏ݀ࡐӳǴёૈᏤठ٬Ҕޑࢊ݈ϼᖓǴࡺࢊϣᐉ ႖݈ޑཥᇙբБԄԖว৖ޑѸाǶ௦Ҕ R-C2 Бݤᇙբᐉ႖݈Ǵ

໻ሡӧځύ΋य़ࢊ݈ӄᅖ೸᎗ௗǴЪ᎗ၰᚆ༟ላۘԖ΋ࢤຯᚆǴ

ࡺૄ຋ޑᐒ౗ᔈࡐλǶ

3Ε ၸѐϐࣴز่݀ว౜ႝ዗ᅙ෦᎗(ESW)᎗ၰ዗ቹៜ୔ύӚಔᙃϩ

୔ࣣߚதቨԶܴᡉǴջ٬ႝ዗ᅙ෦᎗ёၲډѳ᏾ᅈཀޑਏ݀Ǵ ESW ᎗ၰ዗ቹៜ୔ύಉ඲୔ϝёૈຬၸࢊ݈ύѧǴᏤठ໧܄ၨ

ৡǴࡺόࡌ᝼ࠆࡋϼλϐࢊ݈٬Ҕ ESWǶ

4Ε ҁࣴزϐ၂ᡏஒׯ௦ᐉ႖݈ڗж΢ഗ݈Ǵᐉ႖݈ᆶठ୏ᏔύЈଯ ำ࣬ӕǴаճືӛᔈΚϐ໺ሀǶ

5Ε Ԗज़ϡનϩ݋ኳࠠςԖԵቾጃࠠࢊᆶషᏉβǵ၂ᡏᆶ୷ᘵௗ᝻य़ ϐௗ᝻ᆶϩᚆǴࡺషᏉβϷᒳମϐᔈᡂ٠ό΋ठǶҁࣴز໻х֖

ჴᡍ೽ϩǴόхࡴԖज़ϡનϩ݋ǴऩԖځдচӢሡा຾ՉԖज़ϡ નϩ݋ਔǴ཮ჹ༝ϾኳᔕϐѸा܄уаຑ՗Ƕ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

6Ε ᆕӝԵໆӚБཀـǴҁࣴزό຾Չ CAP Ϸ CAT ၂ᡏϐ၂ᡍǴќ ՉೕჄځд၂ᡏǶӢԜόԵቾ଺પ៻ϐ CAP Ϸ CAT ၂ᡏ၂ᡍǶ 7Ε ൎ״ᛠఎ໻೛ܭࢊᆄǴ߯Ӣࣁόӕଯำϐ៻ંሡ؃όӕǴࢊᆄϐ

៻ંሡ؃ၨଯǴ܌аѝ೛ܭࢊᆄǶ

8Ε ҁࣴزϐ၂ᡏࢊ݈ࠆࡋ೿ϼᖓǴࡺؒԖ٬Ҕ ESWǶ

9Ε ືΚ၂ᡍϐ၂ᡏӧ༤ݙϣ೽షᏉβਔ΢ഗ݈ΠБ੮ 1 Կ 2cm ҂༤ ᅈǴࡑషᏉβฯϯࡕӆаคԏᕭНݝࣳዀ༤ᅈǴ٠ӧ၂ᡏ΢ഗ݈

კ΢΋ቫҡᆯǴӆஒ၂ᡍᐒуၩᓐᆶ၂ᡏ΢ഗ݈ௗ᝻Ǵаዴߥື

Κ֡Ϭ໺ሀԿ၂ᡏǶ

10ΕTAA ၂ᡏϐಒ೽ࣗፄᚇǴལፎୖԵϣࡹ೽ࡌᑐࣴز܌ 97 ԃࣴز ਢȨ֖ଯமࡋషᏉβጃࠠᒳࢊϐືӛڙΚՉࣁࣴزȩϐࣴزൔ֋Ƕ 11Εપጃࠠࢊ٠ߚҁਢϐࣴزЬᚒǴࡺόԵቾ຾ՉคషᏉβϐጃࠠ

ࢊ၂ᡏϩ݋Ƕ

12ΕR48-00 ၂ᡏ߯٬ҔԖज़ϡનϩ݋ෳ၂၂ᡍး࿼܌Ҕϐଷ೛၂ ᡏǶ

13Εҁࣴزஒ჋၂Ⴃෳ٠௖૸ჴሞઇᚯၡ৩ǶѸाਔǴൔ֋ϣྣТ

཮ԵቾаறՅӈӑǶ

14Εीᆉ༟܄៻ંਔςଷ೛షᏉβᆶᒳମࣁֹӄӝԋբҔǴՠჴሞ

΢ёૈ٠ߚӵԜǴࡺό΋ۓૈၲډ༟܄៻ંǴϸԔᗺଯࡋёૈ཮

ቹៜషᏉβϷᒳମϐӝԋբҔǴࡺёૈ཮ׯᡂځ៻ં৒ໆǶ 15ΕҗܭҞ߻ςӧ၂ᡏ೛ीϷᇙ೷໘ࢤǴࡺВҁғౢᄾᓸԋ׎ϐጃ

ࠠࢊ੮ࡑ҂ٰࣴزਢຑ՗ځ፾Ҕ܄Ƕ

16Ε୷ܭ࿶຤Ϸਔำ΢ϐԵໆǴҞ߻όԵቾቚуື܎Κޑ၂ᡍǶ 17ΕҁࣴزஒԵໆ܍ڙືᓸΚϐࢊᄬ׷ёܢ੃ୁ௢ΚϐբҔǶќ

ѦǴషᏉβᔈёϩᏼᔈԖϐືᓸΚǶ

18ΕԖᜢൔ֋ϣᇤᙄೀϷځᎩ࣬ᜢཀـǴஒଛӝቚঅᆶԵໆǶ ΐǵ཮᝼่ፕϷЬৢࡰҢǺ

ૼࣴزࠨऊਜϐೕۓǴයύൔ֋࿶рৢہ঩ቩࢗࡕǴ΋ठӕཀচ

߾೯ၸǶ

(Β) ፎࣴزი໗уமࡽԖЎ᝘ϐᇆ໣ᆶ༼᏾Ǵ٠Ᏽаঅ҅၂ᡏϐ೛

ीǴӕਔዴჴᔠਡᙁൔၗ਑(ᚈय़ᆶ؂஭ٿ।ӈӑ)ᆶයύǵය҃ൔ

֋ਜϐӈӑ਱ԄǶ

(Ο) ᆶ཮ᐒᜢიᡏж߄Ϸ஑ৎᏢޣϐࡌ᝼٣໨ፎ၁ჴइᒵǴ٠ፎࣴز ი໗ܭࡕុࣴزύୖଜᒤ౛Ǵ٠ܭය҃ൔ֋ύӈ߄ִϒӣᔈǴࡕ

ុ٠٩ҁ܌ೕۓᒤ౛ಃ 2 යී࿶຤ፎሦϷಃ 1 යීਡᎍ٣ەǶ Μǵණ཮ȐΠϱ 5 ਔ 10 ϩȑǶ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

֖ RC ᕅᒳᄬࢎ௦ͣ׎໒ኲǴ߾ Ke/KeMF ϐ૸ፕǴӧჴ୍ᔈҔ

΢ ό ё ૈ ѝ Ԗ ٿ ࢊ ΋ ఉ ϐ ᄬ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

ࢂցёՉǴ܈ޣόҔ TYPE BǶ όӕϐඹᒧБਢǴ࿶ຑ՗ࡕҁࣴ

ߕᒵΟ යύቩࢗ཮᝼इᒵ

ߕᒵѤ!ಃΒԛ஑ৎ০ፋ཮᝼इᒵ!

၂ᡍǴቫ໔ᡂՏၲ 1.5%а΢ف 1.1%~1.2%Ǵቫ໔ᡂՏ 1.5%ς ຬр೛ीӦ᎜ΚԵໆǴԜਔᕅ

ߕᒵѤ!ಃΒԛ஑ৎ০ፋ཮᝼इᒵ!

ߕᒵϖ!ය҃ቩࢗ཮᝼इᒵ!

ߕᒵϖ ය҃ቩࢗ཮᝼इᒵ

ϣࡹ೽ࡌᑐࣴز܌ 98 ԃہૼࣴزȨᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ

᎜܄ૈࣴزȩᄤȨషᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴزȩ฻ 2 ਢ ය҃ቩࢗ཮᝼इᒵ

΋ǵʳਔ! ໔Ǻ98 ԃ 11 Д 18 ВȐࢃයΟȑΠϱ 2 ਔ 30 ϩ ΒǵʳӦ! ᗺǺεڳ݅ᖄӝ໒วεኴ 15 ኴಃѤ཮᝼࠻

ΟǵʳЬ࡭ΓǺ׵ЬҺઝਜҏғ ૶ᒵǺഏځᗱǵ׵ѠӀ ѤǵʳрৢΓ঩ǺȐ၁рৢᛝډൂȑ

ϖǵʳЬৢठຒǺȐౣȑ Ϥǵʳൔ֋ΓᙁൔǺȐౣȑ

Ύǵʳᆕӝ૸ፕǺȐ٩วقӃࡕ໩ׇȑ

Ȑ΋ȑȨᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴزȩ ЦמৣߜൺǺ

1.પᒳᄬࢎ SMF ၂ᡏ໻ၲ 3%ϐቫ໔ᡂՏفǴό಄ӝೕጄ໧܄ೕۓ (AISC-05)ϐ 4%Ǵᔈϒᔠ૸ᇥܴǶ

2.܌Ԗ֖ߚ่ᄬᕅᄬࢎ MFWǵSMFWǵSASZ Ϸ SASU ϐϸᙟၩख़၂ᡍǴ ەуၩԿᄬࢎઇᚯ܈ఉமࡋफ़Կനε༟ላமࡋ 80%ࣁЗǶԿܭѐԃࡋ షᏉβᄬࢎ AS Ϸ AI4 ၂ᡏϐ׎ԄǴၨᜤᔈҔܭჴ୍΢Ǵࡌ᝼҂ٰܭ ऐ᎜܄ૈ࣬ᜢϐࣴزीฝύǴە௦ڗᜪ՟ SASZ Ϸ SASU ϐ໒ኲБԄǶ 3.ҁࣴزය҃ൔ֋ύǴӵՖղۓ MFWǵSMFW(კ 2-5ǵ4-7ǵ4-8 Ϸ 2-8ǵ 4-23)၂ᡏ໧܄৒ໆೕጄॶ R=4.0 ࣁӝ౛ǴΞӵՖीᆉ ASǵAI4ǵSASZ Ϸ SASW ϐ໧܄৒ໆǴځ໧܄৒ໆΞёቚуԿӭϿ(4.0-4.8)ǻ

4.ࡌ᝼ҁࣴزەໆෳӄᄬࢎԾฅຼය T ϐၸம߯ኧ =Vmax/VyǴаϷ

࣬ჹᔈϐՏ౽ܫε߯ኧ Cd=/yǴаࣁࡕុऐ᎜܄ૈࣴزϐୖԵၗૻǶ ጰ௲௤੻ຬǺ

1.ᒳ่ᄬࡌᑐޑߚ่ᄬᕅǴ΋૓εӭ٬Ҕᇸ፦ឲዀᕅǴԶҁЎࣴز܌௦ Ҕߚ่ᄬᒳโషᏉβᕅǴࢂցࣁදၹ٬Ҕޑ௃ݩǴە଺࣬ᜢϐፓࢗᆶ ᇥܴǶ

΋ቫޑБԄ዆ឲǴՠࢂߚ่ᄬᒳโషᏉβᕅऩ଺ӧᒳఉѦୁǴᕅᆶኴ

݈࣬ௗǴΨᆶ਒ᜐޑࢊௗӝǴࡼπஒၨࣁБߡǴࠂࡋΨКၨλǴ܈೚

ёόѸӆࡼ଺႖ᚆᕳǶ

3.ҁࣴزය҃ൔ֋ಃ 74 ।კ 4.23 ύǴࣁՖ኱ྗ໧܄ᄬࢎ(SMF)၂ᡏ၂ ᡍǴቫ໔ᡂՏفѝ଺ډ 3%ޑǴࢂցё଺ډ 4%܈ 5%Ƕ

ߋ៝ୢܱѳǺ

1.ӧ୯Ѧ(ٯӵǺऍ୯)SMF ᒳᄬࢎύǴऩၶԖᒳโషᏉβ႖ᕅϐਔǴ۳ ۳ࢂࡼբܭᒳఉϐᖀ݈ጔѦǴԶߚܭΚໆբҔय़ϐϣǶ

2.ऩᒳโషᏉβ႖ᕅѸ໪ࡼբܭΚໆբҔय़ϐϣǴ߾႖ᕳቨࡋᔈࣁ 35mmǴԶߚ 30ǵ20ǵ40mm ฻Ǵࡌ᝼ёճҔ่ᄬߚጕ܄ϩ݋Ǵа،

ۓϐǶ

3.Ҟ߻ҁࣴزϐ၂ᡍ่݀ǴᡉҢ྽પᒳᄬࢎӧ΋ۓำࡋϐᡂ׎ࡕǴջ཮

࿘᝻ᒳโషᏉβᕅǴ٬ள SASZǵSASU ၂ᡏϐཱུज़மࡋǴᆶ SMFW ၂ᡏܭ 1%ቫ໔ᡂՏفਔϐமࡋॶǴ࣬྽ௗ߈Ƕ

ύ๮҇୯่ᄬמৣϦ཮ӄᖄ཮ж߄ ഋמৣ҅ѳǺ

1.ҁࣴزჴᡍԋ݀ᡉҢǴऩᄬࢎس಍፾྽ଛ࿼ߚ่ᄬᒳโషᏉβᕅǴஒ ёૈԖշܭჹس಍மࡋϷ໧܄ϐගϲǴڀჴ୍ᔈҔϐୖԵሽॶǶ 2.ࡌ᝼ჹܭࡕុࣴزϐೕჄǴૈଞჹࡌᑐނऐ᎜೛ीೕጄϐ܌ሡǴӆᔠ

૸࣬ᜢ೛ीୖኧঅ҅ࡌ᝼ϐࣴزǶ

3.ஒߚ่ᄬᕅբࣁ่ᄬᕅϐᔈҔǴ܈೚ё׳ࣁගϲၗྍϐԖਏճҔǶ 4.ҁࣴزёගٮଞჹᕅᡏ຾Չኧॶϩ݋ϐኳᔕࡌ᝼Ƕ

ȐΒȑȨషᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴزȩ ЦמৣߜൺǺ

1.ҁࣴزൔ֋໻ӈኧॶኳࠠϩ݋Ǵ҂ـ၂ᡏ೛ीϷႣයϐኙԔமࡋϷ໧

܄ՉࣁǶ

2.ҁࣴزൔ֋҂ᇥܴ၂ᡏϸᙟၩख़၂ᡍၸำϷ่݀Ǵەံ΢ԋ݀Ϸൎ״

ᛠఎуࠂਔǴ༤кషᏉβБ׎ᒳࢊϐಔԋࡓǴБࣁֹ᏾ൔ֋Ƕ

3.ਥᏵҁࣴزᙁൔൔ֋ǴςԖ 3 Ѝ၂ᡏֹԋ၂ᡍǴەӧ 20 Ѝ၂ᡏӄ೽

ֹԋਔӈΕൔ֋ύǴԶόࢂаᙁൔዺӈΕǶ

ߕᒵϖ!ය҃ቩࢗ཮᝼इᒵ!

1.ҁࣴزਢ׆ఈషᏉβጃࠠᒳࢊڀԖӳޑ៻ંமࡋᆶ໧܄ǴԶाගଯம ࡋǴനӳૈԖӝԋਏᔈǶԜѦǴΨሡٛЗᒳ݈ޑֽ೽਋ۙǴӢԜуൎ

״ᛠఎǴځࠂࡋǵமࡋӵՖቹៜֽ೽਋ۙǴەԖܴዴޑ่ፕǶ

2.ҁࣴزൔ֋ਜಃ 38 ।ύკ 2.14 ޑ 0.4 ௃ݩǴڀԖࡐεॄࠂࡋǴᔈឦ όӝ਱Ƕ

ߋ៝ୢܱѳǺ

1.а 3.5 tf/cm²ભᒳ׷ϣ༤ 420 kgf/cm²షᏉβϐ 20 Ѝጃ׎ᒳࢊኙ୊၂ ᡍǴа௖૸όӕ௃ݩΠ(ࢊಒ೽ǵᇙբБԄǵࢊ݈ቨࠆКǵӝԋਏᔈ ӧόӕ௃ݩǵόӕՏ࿼ǵԖค୊Κଝϐቹៜ฻)ϐ่ᄬΚᏢՉࣁǴҞ

߻ςֹԋ 3 Ѝ၂ᡏϐ၂ᡍǶ

2.җܭࢊϐືᓸΚ߯җ 8 ਥ܎ఎౢғႣᓸၲԋǴӧୁ౽ၨεਔǴ཮ό཮

Ԗ P- ਏᔈϐቹៜǻ

ύ๮҇୯่ᄬמৣϦ཮ӄᖄ཮ж߄ ഋמৣ҅ѳǺ

1.ҁࣴزਢଞჹচ໻ճҔࠂࡋϐ׷਑Ǵ჋၂ᔈҔځமࡋܭ่ᄬ೛ीǴڀ ബཥᄬགྷǴЪڀჴ୍ᔈҔሽॶǶ

2.ಔӝ᎗ၰϐࠔ፦໪಄ӝೕۓǶ

3.ࡌ᝼ҁࣴزଛӝൎ״ᛠఎ෧ᇸ᎗ၰॄᏼǴҭёቚуלᓸൎ״Ƕ

݅ಔߏࡌֻ

1.ԋ݀ൔ֋਱Ԅፎዴ٩ϣࡹ೽ہૼࣴزीฝբ཰ाᗺ܌ु਱ԄኗቪǴፎ

܍ᒤӕϘ٩ᔠࢗ߄೴໨ᔠਡǴගٮࣴزი໗অ҅ୖᏵǶ

2.Ԗᜢයύᆶය҃ൔ֋ቩࢗ཮᝼ቩࢗཀـǴᔈаӣᔈ߄ϐБԄӣᙟǴ٠ ၁ჴև౜ܭය҃ԋ݀ൔ֋ϐߕᒵǶ

3.ࡕុࣴز᝼ᚒᆶϣ৒ϐࡌ᝼Ǵፎ၁ӈܭය҃ԋ݀ൔ֋ύǴаගٮҁ܌

଺ࣁೕჄࡕុࣴزϐୖԵ ཀـӣᙟ௃׎Ǻ

Ȑ΋ȑȨᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜܄ૈࣴزȩ

1.ᒳମࡌᑐނዴჴεӭ٬Ҕᇸ፦ឲዀޑ႖໔ᕅǴฅԶ୷ܭ႖ॣϷԋҁԵ ໆǴϝԖ٬ҔᒳโషᏉβᕅϐёૈǴЀځࢂ႖Њᕅ܈ѦᕅǶᒳโషᏉ βᕅϐࠂࡋϷமࡋჹ่ᄬᡏޑቹៜࣗεǴ่ᄬϩ݋۹ౣόी৮ӒϷࡌ

2.ᒳମࡌᑐނޑ႖ᕅ܈Ѧᕅऩ௦ᒳโషᏉβ೷ǴࣁБߡࡼπதᄬᑐӧఉ

ࢊਣࢎѦୁǴჹᄬࢎऐ᎜ՉࣁϐቹៜۘόܴዴǴԖࡑࡕុࣴزуаᙶ మǶՠऩ႖ᕅՏܭӧఉࢊਣࢎϣࣁቹៜऐ᎜܄ૈനεޑ௃ݩǴࡺҁࣴ

زᒧ᏷Ӄ௖૸႖ᕅӧఉࢊਣࢎϣϐϸᔈǴբࣁୖԵ୷ྗǶ

3.ஒᒥྣہ঩ཀـܭҁࣴزԋ݀ൔ֋ύֹ᏾և౜ჴᡍԔጕԿ 4%܈ 6%ቫ ໔ᡂՏفǴନΑ΋০֖ჴᕅ၂ᡏ໻ૈᛤᇙډ 3%ቫ໔ᡂՏفǴςԖܴ

ᡉமࡋΠफ़ᆶઇᚯǶ

4.ஒᒥྣہ঩ཀـܭҁࣴزԋ݀ൔ֋ύཥቚ΋࿯૸ፕҁࣴز၂ᡏϐၸ ம߯ኧǵՏ౽ܫε߯ኧǵϷ໧܄৒ໆǴ٠ଞჹ҂ٰ೛ीೕጄሡाϐୖ

ኧǴ଺ୖኧϐᔠ૸ᆶࡌ᝼Ƕ

5.ჴሞ่ᄬ೛ीਔ໪аᄬࢎϩ݋ϐቫ໔ᡂՏفǴ،ۓӚኴቫϐ႖ᕳቨ ࡋǴ႖ᕳቨࡋᔈߚۓॶǶҁࣴز၂ᡏᕳቨڗ 1.5%ᕅଯǴࢂ׆ఈૈ௖

૸႖ᕳഈӝࡕჹᄬࢎڙୁΚՉࣁϐቹៜǶ

6.ஒᒥྣہ঩ཀـܭҁࣴزԋ݀ൔ֋ύගٮଞჹᕅᡏ຾Չኧॶϩ݋ϐ ኳᔕࡌ᝼Ƕ

7.ࡕុࡌ᝼࡭ុࣴزӭၠӭቫᄬࢎ֖໒αᕅǴ܈ᕅՏܭఉࢊਣࢎѦϐՉ ࣁǴٮ཰ࣚᆶ࣬ᜢೕጄঅुϐୖᏵǶ

8.ൔ֋਱Ԅஒᒥྣϣࡹ೽ࡌᑐࣴز܌Չࡹբ཰ᖱಞೕۓኗቪǶ

9.ځᎩᝊ຦ཀـஒୖྣہ঩܌ගࡌ᝼Ǵӧԋ݀ൔ֋ύаӣᔈ߄ᇥܴϐǶ ȐΒȑȨషᏉβጃࠠᒳࢊϐኙԔ໧܄Չࣁࣴزȩ

1.ҁࣴزԋ݀ൔ֋ஒံ΢၂ᡏϸᙟၩख़၂ᡍၸำϷ่݀Ǵ٠Եໆံ΢ൎ

״ᛠఎуࠂჹۯ৖܄ϐቹៜǴՠࢂҞ߻ϐ၂ᡏۘคݤڗளё᎞ޑಔԋ ࡓ࣬ᜢኧᏵǴࡌ᝼ಔԋࡓޑ೽ϩќਢೀ౛Ƕ

2.ࢊϐືᓸΚӧୁ౽ၨεਔǴዴჴ཮Ԗ P- ਏᔈϐቹៜǴҁࣴزԖໆෳ

࣬ᜢኧᏵǴஒᏵаঅ҅ P- ਏᔈϐቹៜǶ

3.ൎ״ᛠఎ཮ቹៜֽ೽਋ۙǴനࡕ཮а၂ᡏϐۯ৖܄ϸࢀрٰǴҁࣴز ԋ݀ൔ֋ஒ٩Ᏽ၂ᡍ่݀૸ፕൎ״ᛠఎϐࠂࡋǵமࡋӵՖቹៜ၂ᡏϐ ۯ৖܄Ƕ

ߕᒵϖ!ය҃ቩࢗ཮᝼इᒵ!

ࠠࢊϐືᓸ၂ᡍ่݀Ǵ٠ߚኙԔ၂ᡍ่݀ǴࡺᔈؒԖόӝ਱ϐ௃ݩǶ

྽ࢊኙԔਔǴЬा߯᎞ጃࠠࢊᒳ݈फ़ҷٰᆢ࡭ኙԔۯ৖܄Ǵࡺջ٬ࢊ

ϣషᏉβև౜ᇸ༾ޑॄࠂࡋǴఎҹϝฅёૈڀԖؼӳޑۯ৖܄Ƕ 5.Ԗᜢҁࣴزൔ֋ϣᇤᙄೀϷځᎩ࣬ᜢཀـǴஒܭԋ݀ൔ֋ύቚঅᆶԵ

ໆǶ Ζǵʳ่ፕǺ

1.ᆕӝ૸ፕϐࡌ᝼٣໨Ǵፎࣴزი໗ୖ௦ᒤ౛܈ִϒӣᔈǴયΕനࡕϐ ԋ݀ൔ֋Ǵ٠ඓඝࡕុϐࣴزයำǴᔠຎࣴزीฝӝऊϐԋ݀ሡ؃Ǵ ዴჴֹԋӚ໨၂ᡏჴᡍीฝϐ୺ՉǴкჴࣴزϣ৒Ƕ

2.ҁԛය҃ൔ֋ቩࢗচ߾೯ၸǴፎዴჴ٩ය҃ൔ֋਱Ԅϐ࣬ᜢೕۓǴֹ

ԋԋ݀ൔ֋ਜϐኗቪᆶӑᇙǴᏃೲᒤ౛่ਢǶ ΐǵʳණ཮ǺȐΠϱ 4 ਔ 30 ϩȑ

ہ঩วقख़ᗺᆶہᒤࣴز୺ՉൂՏӣᔈ᏾౛Ǻ

ቩࢗہ঩ ቩࢗہ঩ཀـ ࣴز୺ՉൂՏӣᔈ

1. પᒳᄬࢎ SMF ၂ᡏ໻ၲ 3%ϐ ቫ໔ᡂՏفǴό಄ӝೕጄ໧܄ೕ

ۓ(AISC-05)ϐ 4%Ǵᔈϒᔠ૸ᇥ

ܴǶ MFWǵSMFW(კ 2-5ǵ4-7ǵ4-8 Ϸ 2-8ǵ4-23)၂ᡏ໧܄৒ໆೕጄॶ

ߕᒵϖ!ය҃ቩࢗ཮᝼इᒵ! ࣁ 35mmǴԶߚ 30ǵ20ǵ40mm ฻Ǵ ࡌ᝼ёճҔ่ᄬߚጕ܄ϩ݋Ǵа

྽ પ ᒳ ᄬ ࢎ ӧ ΋ ۓ ำ ࡋ ϐ ᡂ ׎

ߕᒵ A! ၂ᡏӚ໘ࢤࢊᡂ׎კ

Location along column axis (mm)

Drift (%)

push push

pull S-SIDE pull N-SIDE

Displacement (mm) SMF SMF

ߕᒵ A-1 SMF ၂ᡏӚ໘ࢤࢊᡂ׎კ

Location along column axis (mm)

Drift (%)

push push

pull S-SIDE pull N-SIDE

Displacement (mm) SMFW SMFW

ߕᒵ A-2 SMFW ၂ᡏӚ໘ࢤࢊᡂ׎კ

-60 -40 -20 0 20 40 60

Location along column axis (mm)

Drift (%)

push push

pull S-SIDE pull N-SIDE

Displacement (mm) SASZ SASZ

ߕᒵ A-3 SASZ ၂ᡏӚ໘ࢤࢊᡂ׎კ

Location along column axis (mm)

Drift (%)

push push

pull S-SIDE pull N-SIDE

Displacement (mm) SASU SASU

ߕᒵ A-4 SASU ၂ᡏӚ໘ࢤࢊᡂ׎კ (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵ B! ၂ᡏӚ໘ࢤᕅᡏ୊Κᡂ׎ᆶቫ໔ᡂՏКၨკ

˗̅˼˹̇ʳʻʸʼ Lateral Drift

Shear drift 1st Shear drift 2nd Shear drift 3rd

ߕᒵ B-1 SMFW ၂ᡏӚ໘ࢤᕅᡏ୊Κᡂ׎ᆶቫ໔ᡂՏКၨკ

˗̅˼˹̇ʳʻʸʼ Lateral Drift

Shear drift 1st Shear drift 2nd Shear drift 3rd

ߕᒵ B-2 SASZ ၂ᡏӚ໘ࢤᕅᡏ୊Κᡂ׎ᆶቫ໔ᡂՏКၨკ (ၗ਑ٰྍǺҁࣴز᏾౛)

˃

˃ˁˈ

˄

˄ˁˈ

˅

˅ˁˈ ˆ ˆˁˈ ˇ

˃ˁ˅ˈ ˃ˁˈ ˃ˁˊˈ ˄ ˄ˁˈ ˅ ˆ ˇ

˟˴̇˸̅˴˿ʳ˟̂˴˷˼́˺ʳ˗̅˼˹̇ʳʻʸʼ

˗̅˼˹̇ʳʻʸʼ Lateral Drift

Shear drift 1st Shear drift 2nd Shear drift 3rd

ߕᒵ B-3 SASU ၂ᡏӚ໘ࢤᕅᡏ୊Κᡂ׎ᆶቫ໔ᡂՏКၨკ (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵ C! ၂ᡏӚ໘ࢤ႖ᕳቨࡋᡂϯკ

ߕᒵ C! ၂ᡏӚ໘ࢤ႖ᕳቨࡋᡂϯკ

-2 -1 0 1 2

Lateral Drift (%)

0

Variation of slit width (mm)

slit R

Lateral Drift (%)

0

Variation of slit width (mm)

slit R

ߕᒵ D! SMF ၂ᡏᔈᡂी᠐ኧ

ߕᒵ D! SMF ၂ᡏᔈᡂी᠐ኧ

-16000 -8000 0 8000 16000

Column Strain (PH)

-1500

Lateral Load (kN)

C1 SMF

-16000 -8000 0 8000 16000

Column Strain (PH)

-1500

Lateral Load (kN)

C2 SMF

-8000 -4000 0 4000 8000

Column Strain (PH)

-1500

Lateral Load (kN)

C3 SMF

-16000 -8000 0 8000 16000

Column Strain (PH)

-1500

Lateral Load (kN)

C4

-2000 -1000 0 1000 2000

Column Strain (PH)

-1500

Lateral Load (kN)

C5 SMF

-2000 -1000 0 1000 2000

Column Strain (PH)

-1500

Lateral Load (kN)

C6 SMF

-2000 -1000 0 1000 2000

Column Strain (PH)

-1500

Lateral Load (kN)

C7 SMF

-2000 -1000 0 1000 2000

Column Strain (PH)

-1500

Lateral Load (kN)

C8

ߕᒵD! SMF၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B1 SMF

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B2 SMF

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B3

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B4 SMF

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B5 SMF

-4000 -2000 0 2000 4000

Beam Strain (PH)

-1500

Lateral Load (kN)

B6

B4 B5B6

ߕᒵ D-4 SMF ၂ᡏఉΠᖀ݈ϐ B4ǵB5ǵB6 ᔈᡂी᠐ኧ (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵD! SMF၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B7 SMF

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B8 SMF

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-1500

Lateral Load (kN)

B9

B3

B4 B5B6

=ᐘࢤ

B4 B5B6

=ᐘࢤ

B4 B5B6

=ᐘࢤ

=૾ٗ

--- 1.50% ---

ߕᒵ D-6 SMF ၂ᡏᔈᡂीว৖კ(0.75% ǵ1% ǵ1.5% ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵD! SMF၂ᡏᔈᡂी᠐ኧ

B4 B5B6

=ᐘࢤ

B4 B5B6

C1 C2 C3 C4

! ߕᒵ E! SMFW ၂ᡏᔈᡂी᠐ኧ

ߕᒵ E! SMFW ၂ᡏᔈᡂी᠐ኧ

-12000 -8000 -4000 0 4000 8000 12000

Column Strain (PH)

-2000

Lateral Load (kN)

C1 SMFW

-8000 -4000 0 4000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C2 SMFW

-2000 -1000 0 1000 2000

Column Strain (PH)

-2000

Lateral Load (kN)

C3 SMFW

-2000 -1000 0 1000 2000

Column Strain (PH)

-2000

Lateral Load (kN)

C4

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B1 SMFW

-4000 -2000 0 2000 4000

Beam Strain (PH)

-2000

Lateral Load (kN)

B2 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B3

B1 B2B3

ߕᒵ E-2 SMFW ၂ᡏఉ΢ᖀ݈ϐ B1ǵB2ǵB3 ᔈᡂी᠐ኧ (ၗ਑ٰྍǺҁࣴز᏾౛)

! ߕᒵ E! SMFW ၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B4 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B5 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B6

B4 B5B6

ߕᒵ E-3 SMFW ၂ᡏఉΠᖀ݈ϐ B4ǵB5ǵB6 ᔈᡂी᠐ኧ (ၗ਑ٰྍǺҁࣴز᏾౛)

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W1 SMFW

-2000 -1000 0 1000 2000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W2 SMFW

-2000 -1000 0 1000 2000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W3 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W4

! ߕᒵ E! SMFW ၂ᡏᔈᡂी᠐ኧ

-4000 -2000 0 2000 4000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W5 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W6 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W7 SMFW

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W8

Pash Pull

S N

B1 B2B3

C1 C2

C3 C4

B4 B5B6

W1

B1 B2B3

C1 C2

C3 C4

B4 B5B6

W1

B1 B2B3

C1 C2

C3 C4

B4 B5B6

W1

! ߕᒵ E! SMFW ၂ᡏᔈᡂी᠐ኧ

B1 B2B3

C1 C2

C3 C4

B4 B5B6

W1

B1 B2B3

C1 C2

C3 C4

B4 B5B6

W1

ߕᒵ F! SASZ ၂ᡏᔈᡂी᠐ኧ

ߕᒵ F! SASZ ၂ᡏᔈᡂी᠐ኧ

-16000-12000 -8000 -4000 0 4000 8000 12000 16000

Column Strain (PH)

-2000

Lateral Load (kN)

C1 SASZ

-16000-12000 -8000 -4000 0 4000 8000 12000 16000

Column Strain (PH)

-2000

Lateral Load (kN)

C2 SASZ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C3 SASZ

-16000-12000 -8000 -4000 0 4000 8000 12000 16000

Column Strain (PH)

-2000

Lateral Load (kN)

C4

-16000-12000 -8000 -4000 0 4000 8000 12000 16000

Column Strain (PH)

-2000

Lateral Load (kN)

C5 SASZ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C6 SASZ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C7 SASZ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C8

ߕᒵ F! SASZ ၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B1 SASZ

-12000 -8000 -4000 0 4000 8000 12000

Beam Strain (PH)

-2000

Lateral Load (kN)

B2 SASZ

-8000 -4000 0 4000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B3

-8000 -4000 0 4000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B4 SASZ

-8000 -4000 0 4000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B5 SASZ

-8000 -4000 0 4000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B6

B4 B5B6

ߕᒵ F-4 SASZ ၂ᡏఉΠᖀ݈ϐ B4ǵB5ǵB6 ᔈᡂी᠐ኧ (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵ F! SASZ ၂ᡏᔈᡂी᠐ኧ

-8000 -4000 0 4000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W1 SASZ

-8000 -4000 0 4000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W2 SASZ

-8000 -4000 0 4000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W3 SASZ

-8000 -4000 0 4000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W4

=ᐘࢤ

B4 B5B6

--- 1.00% ---

B4 B5B6

--- 1.50% ---

B4 B5B6

--- 2.00% ---

ߕᒵ F-6 SASZ ၂ᡏᔈᡂीว৖კ(1% ǵ1.5% ǵ2% ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵ F! SASZ ၂ᡏᔈᡂी᠐ኧ

=ᐘࢤ

=૾ٗ

W2 W3

W1 W4

Pash Pull

S N

B1B2B3

C1 C2 C3 C4

C5 C6 C7 C8

B4 B5B6

--- 3.00% ---

=ᐘࢤ

=૾ٗ

W2 W3

W1 W4

Pash Pull

S N

B1B2B3

C1 C2 C3 C4

C5 C6 C7 C8

B4 B5B6

--- 6.00% ---

ߕᒵ F-7 SASZ ၂ᡏᔈᡂीว৖კ(3% ǵ6% ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵ G! SASU ၂ᡏᔈᡂी᠐ኧ

ߕᒵ G! SASU ၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C1 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Column Strain (PH)

-2000

Lateral Load (kN)

C2 SASU

-8000 -4000 0 4000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C3 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Column Strain (PH)

-2000

Lateral Load (kN)

C4

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C5 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Column Strain (PH)

-2000

Lateral Load (kN)

C6 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Column Strain (PH)

-2000

Lateral Load (kN)

C7 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Column Strain (PH)

-2000

Lateral Load (kN)

C8

ߕᒵ G! SASU ၂ᡏᔈᡂी᠐ኧ

-8000 -4000 0 4000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B1 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Beam Strain (PH)

-2000

Lateral Load (kN)

B2 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B3

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B4 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Beam Strain (PH)

-2000

Lateral Load (kN)

B5 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Beam Strain (PH)

-2000

Lateral Load (kN)

B6

B4 B5B6

ߕᒵ G-4 SASU ၂ᡏఉΠᖀ݈ϐ B4ǵB5ǵB6 ᔈᡂी᠐ኧ (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵG! SASU၂ᡏᔈᡂी᠐ኧ

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W1 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W2 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 8000

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W3 SASU

-8000 -6000 -4000 -2000 0 2000 4000 6000 800

Wall Bar Strain (PH)

-2000

Lateral Load (kN)

W4

=ᐘࢤ

B4 B5B6

--- 0.50% ---

B4 B5B6

--- 1.00% ---

B4 B5B6

--- 1.50% ---

ߕᒵ G-6 SASU ၂ᡏᔈᡂीว৖კ(0.5% ǵ1% ǵ1.5% ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ߕᒵG! SASU၂ᡏᔈᡂी᠐ኧ

B4 B5B6

--- 2.00% ---

B4 B5B6

--- 3.00% ---

B4 B5B6

--- 6.00% ---

ߕᒵ G-7 SASU ၂ᡏᔈᡂीว৖კ(2% ǵ3% ǵ6% ) (ၗ਑ٰྍǺҁࣴز᏾౛)

ୖԵਜҞ

ୖԵਜҞ

[1] ׵ֻϘǵԙྷ౺ǵഋ҉ᓄǴȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜Չ ࣁ ࣴ ز ȩǴ ύ ๮ ҇ ୯ ϣ ࡹ ೽ ࡌ ᑐ ࣴ ز ܌ Ǵ ISBN 978-986-01-7136-5Ǵ(҇୯ 97 ԃ*Ƕ

[2] ೚प໢ǵቅҏЎǴȨPrediction of Lateral Stiffness for Fully Slitted RC Shear WallȩǴJournal of the Chinese Institute of Engineers, Vol. 21, No. 2, pp. 221-232 (1998).

[3] ጰ࿤ٰǴȨΐΒ΃໣໣εӦ᎜-ࡌᑐނઇᚯϩ݋ᆶჹ฼ȩǴ

၏МਜֽǴISBN 957-744-267-6Ǵ(҇୯ 89 ԃ)Ƕ

[4] ߋᝬ҅ǵᑵᇶ؊ǵէܴ݊ǵယྷቺǵ೚प໢ǵቅҏЎǴȨᒳ โషᏉβ୊Κᕅ--ᄬࢎϕڋՉࣁϐεЁκ่ᄬჴᡍᆶኧॶ ኳᔕȩǴύ୯βЕНճπำᏢтǴಃ 17 ڔǴಃ 1 යǴ97~108

।Ǵ(҇୯ 94 ԃ)Ƕ

[5] ໳Шࡌǵ஭୯ᙼǴȨ֖໒α RC ᕅߚ໧܄ᄬࢎϐऐ᎜Չࣁ

ࣴ ز ȩǴ ୯ ৎ Ӧ ᎜ π ำ ࣴ ز ύ Ј Ǵ ൔ ֋ ጓ ဦ NCREE-03-010Ǵ(҇୯ 92 ԃ)Ƕ

[6] ഋਁ๮ǵ໳ࣄᏦǵ஭୯ᙼǵഋߪӹǴȨSCFRP ֖ᕅߚ໧܄

ᄬࢎϐऐ᎜ံமჴᡍᆶϩ݋ȩǴ୯ৎӦ᎜πำࣴزύЈǴ ൔ֋ጓဦ NCREE-03-022Ǵ(҇୯ 92 ԃ)Ƕ

[7] ໳ࡿᏌǵጰᢐ㗟ǴȨ֖ᕅ RC ᄬࢎϐऐ᎜ϩ݋Ϸ೛ीࣴزȩǴ ୯ৎӦ᎜πำࣴزύЈǴൔ֋ጓဦ NCREE-03-031Ǵ(҇୯ 92 ԃ)Ƕ

[8] ஭ ୯ ᙼ ǵ ᖴ ဃ ࠄ ǴȨ ֖ ᑄ ᕅ ᒳ โ ష Ꮙ β ᄬ ࢎ ऐ ᎜ ံ ம ࣴ زȩǴ୯ৎӦ᎜πำࣴزύЈǴൔ֋ጓဦ NCREE-03-039Ǵ (҇୯ 92 ԃ)Ƕ

[9] ጰլሑǵᒘદయǵഋࠟݒǴȨჴЁκΟቫኴΟၠࡋᒳఉௗ

ᒳโషᏉβࢊፄӝᄬࢎϐჴᡍᆶϩ݋ȩǴ୯ৎӦ᎜πำࣴ

زύЈǴൔ֋ጓဦ NCREE-03-041Ǵ(҇୯ 92 ԃ)Ƕ

[10] ׵ԖᙦǴ໳ษ։ǴȨߚ໧܄ᚈቫᚈၠ֖ᕅ RC ᄬࢎϐᔕ୏

ᄊ၂ᡍᆶ่ᄬϸᔈϐ HHT ϩ݋ȩǴ୯ৎӦ᎜πำࣴزύ ЈǴൔ֋ጓဦ NCREE-04-025Ǵ(҇୯ 93 ԃ)Ƕ

[11] ቅߪذǴߋࠧঢ়ǴᎄൺѳǴȨRoles of Non-Structural Walls in Chi-Chi EarthquakeȩǴJournal of the Chinese Institute of Engineers, Vol. 25, No. 4, pp. 473-477 (2002).

[12] ύ๮҇୯ᒳ่ᄬڐ཮ǴȨᒳମࡌᑐߚ่ᄬᕅୖԵЋнȩǴ҉

৚πำ៝ୢԖज़Ϧљ୺Չ, (҇୯ 96 ԃ)Ƕ

[13] ύ๮҇୯ϣࡹ೽ǴȨࡌᑐނऐ᎜೛ीೕጄᆶှᇥȩǴ(҇୯ 95 ԃ)Ƕ

[14] ύ๮҇୯ϣࡹ೽ǴȨᒳᄬ೷ࡌᑐނᒳ่ᄬ೛ीמೌೕጄ(Β) ᒳ่ᄬཱུज़೛ीݤೕጄϷှᇥȩǴ(҇୯ 96 ԃ)Ƕ

ୖԵਜҞ

[15] ύ๮҇୯่ᄬπำᏢ཮ǴȨᒳ่ᄬ೛ीЋнཱུज़೛ीݤȩǴ ISBN 957-98560-2-8Ǵ(҇୯ 94 ԃ)Ƕ

[16] Ȩ[βЕ 401-96] షᏉβπำ೛ीೕጄᆶှᇥȩǴύ୯βЕ НճπำᏢ཮Ǵ(҇୯ 96 ԃ)Ƕ

[17] ВҁࡌᑐᏢ཮Ǵ㼴โ嗔嗞嗐嘋΃嗩೷ࡌނ喘ऐ᎜㸐܄ߥຓ

ࠠऐ᎜೛ीࡰଞǸӕှᇥǴ(1999)Ƕ

[18] Gulec, C. K., Whittaker, A. S., and Stojadinovic, B., “Shear Strength of Squat Rectangular Reinforced Concrete Walls,”

ACI Structural Journal, V. 105, No. 4, pp. 488-497, 2008.

[19] Gulec, C. K., Whittaker, A. S., and Stojadinovic, B., “Peak Shear Strength of Squat Reinforced Concrete Walls With Boundary Barbells or Flanges,” ACI Structural Journal, V.

106, No. 4, pp. 368-377, 2009.

[20] ACI Committee 318, 2008, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (318R -08),” American Concrete Institute, Farmington Hills, MI, 2008.

[21] ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary,” ACI Committee 374, 2005.

[22] FEMA 368, “NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures,” Part I, Provisions, Building Seismic Safety Council, Washington, D.C., 2001.

಄ဦᇥܴ

಄ဦᇥܴ

A = ᒳ׷ीᆉӄᘐय़ᑈ, mm²

b = ᒳ׷ڙᓸᄬҹቨࡋ, mm

bb = ఉϪߺଆۈᗺϐᖀ݈ቨࡋ, mm

bc = ఉϪߺಖᗺϐᖀ݈ቨࡋ, mm

Cd ...= Տ౽ܫεӢη (Deflection Amplification Coefficient)

d = ఉᘐय़ుࡋ, mm

dc = ࢊᘐय़ుࡋ, mm

dz = ఉࢊဎ݈Ҭ཮୔ࢊೱុ݈໔ϐృుࡋ, mm

D = d аቸ܄໘ࢤϐቫ໔ᡂ׎४аයఈϐCd_ॶԶள.(Design Drift)

DE = а฻ૈໆඤᆉளനεቸ܄Տ౽

Dmax_..= ၂ᡏ၂ᡍၸำύനεНѳୁΚբҔΠϐୁՏ౽

D = ၂ᡏ၂ᡍၸำǴᒳఉ܈ᒳࢊҺ΋Տ࿼ၲډफ़ҷᔈᡂਔϐS

НѳՏ౽

Fy = ᒳ׷ڗኬ၂Тל܎၂ᡍफ़ҷᗺமࡋ, MPa fcc = షᏉβ 28 Ϻសයלᓸமࡋ, MPa

fy = Ԯ࿯ᒳโל܎फ़ҷᗺமࡋ, MPa hc = ᒳఉుࡋ, mm

x, y

I I = ᒳ׷ᘐय़ᄍ܄ં, cm⁴

b, p

L L = ᒳᄬ׷ϐคୁኖߏࡋ, mm Mn = ኱ᆀ៻ંமࡋ, kN-m My = ᒳ׷फ़ҷ៻ંமࡋ, kN-m

Mp = ᒳ׷༟܄៻ંமࡋ, kN-m

( )x

M = ྽ఉᆄ༟܄៻ંமࡋ,܌ჹఉϐӚᗺ៻ંڄኧ kN-m Mb = ఉϪߺଆۈᗺϐ༟܄៻ંமࡋ, kN-m

Mc = ఉϪߺಖᗺϐ༟܄៻ંமࡋ, kN-m Py = ᒳ׷ືӛ܎Κ܈ᓸΚफ़ҷமࡋ, MPa Pu = ᒳ׷ືӛ܎Κ܈ᓸΚமࡋ, MPa

x, y

r r = ᒳ׷ᘐय़଑ᙯъ৩, cm

R. ....= Ӧ᎜ϸᔈঅ҅߯ኧ (Response Modification Coefficient)

Rd ...= ໧܄ש෧Ӣη (Ductility Reduction Factor)

x, y

S S = ᒳ׷ᘐय़ኳኧ, cm³ tc = ጃࠠࢊᒳ݈ࠆࡋ, mm tf = ᒳఉᖀ݈ࠆࡋ, mm

tp = ఉࢊௗᓐҬ཮୔ࢊဎ݈ᕴࠆࡋ, mm tw = ᒳఉဎ݈ࠆࡋ, mm

tz = ఉࢊௗᓐҬ཮୔ࢊဎ݈ࠆࡋ(ό֖᠄ӝ݈ࠆ), mm

V = ྽ఉᆄၲډ༟܄៻ંமࡋǴ܌ౢғϐ୊Κ, kN Vn = ኱ᆀ୊Κமࡋ, kN

Vmax = നε୊Κமࡋ, kN Vmin = നλ୊Κமࡋ, kN

V = а฻ૈໆඤᆉளനεቸ܄ୁΚ E

V = ၂ᡏ၂ᡍၸำǴᒳఉ܈ᒳࢊҺ΋Տ࿼ၲډफ़ҷᔈᡂਔϐS

ୁΚ

V = Y ၂ᡏ၂ᡍၸำϐനεНѳୁΚ

在文檔中 鋼骨構架含非結構RC牆之耐震性能研究 (頁 25-200)