鋼骨構架含非結構RC牆之耐震性能研究

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(1)ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬ ! ! ! ! ! ! ! ! ! ! ϣࡹ೽ࡌᑐࣴ‫زࣴૼہ ܌ز‬ൔ֋ ύ๮҇୯ 98 ԃ 12 Д.

(2) ᒳମᄬࢎ֖ߚ่ᄬ. ᕅϐऐ᎜‫زࣴૈ܄‬ RC. ϣࡹ೽ࡌᑐࣴ‫زࣴૼہ ܌ز‬ൔ֋. ԃࡋ 98. !.

(3) (୯ࣽ཮ GRB ጓဦ) PG9802-0345 (ҁ೽ࣴԵၗૻ‫س‬಍ीฝጓဦ) 098301070000G1013. ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬ ! !. ‫ޣૼہڙ‬Ǻ୯ҥ໦݅ࣽ‫מ‬εᏢ ࣴ‫ز‬Ь࡭ΓǺ‫ֻ׵‬Ϙ ‫ڐ‬ӕЬ࡭ΓǺഋ҅၈ ࣴ ‫ ز‬঩Ǻԙྷ౺ ࣴ ‫ ز‬շ ౛Ǻኻߪՙ. ! ! ϣࡹ೽ࡌᑐࣴ‫زࣴૼہ ܌ز‬ൔ֋ ύ๮҇୯ 98 ԃ 12 Д.

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(5) ARCHITECTRUE AND BUILDIG RESEARCH INSTITUTE MINISTRY OF THE INTERIOR. Experimental Studies on Seismic Performance of Steel Frames with Non-structural Infilled RC Walls. BY. Hung-Jen Lee Cheng-Cheng Chen Ruey-Shyang Ju Jun-You Ou. December, 2009.

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(7) Ҟԛ!. Ҟ!ԛ!. ߄ԛ .................................................................................................... V კԛ ................................................................................................. VII ᄔा ............................................................................................... XIII ಃ΋ക ᆣፕ ....................................................................................... 1 ಃ΋࿯ ࣴ‫ز‬ጔଆᆶङඳ ...................................................... 1 ಃΒ࿯ ࣴ‫ز‬Ҟ‫ ޑ‬.................................................................. 4 ಃΟ࿯ ࣴ‫ز‬Б‫ ݤ‬.................................................................. 5 ಃΒക Ў᝘ӣ៝ ............................................................................. 11 ಃ΋࿯ ᇆ໣ϐၗ਑ ............................................................ 11 ಃΒ࿯ Ў᝘ϩ‫ ݋‬................................................................ 13 ಃΟക ၂ᡏྗഢᆶ၂ᡍБ‫ ݤ‬........................................................ 27 ಃ΋࿯!၂ᡏᅿᜪᆶ‫׷‬਑‫܄‬፦!............................................ 27 ಃΒ࿯ ၂ᡏ೛ी ................................................................ 31 ಃΟ࿯ ၂ᡏᇙբ ................................................................ 42 ಃѤ࿯ ၂ᡍթ࿼ ................................................................ 49 ಃϖ࿯ ෳ၂ำ‫ ׇ‬................................................................ 53. I.

(8) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ಃѤക ၂ᡍ่݀ᆶ૸ፕ ................................................................. 55 ಃ΋࿯ ᒳମᄬࢎ SMF ..................................................... 55 ಃΒ࿯ ᒳମᄬࢎ֖ RC ᕅ SMFW ................................. 61 ಃΟ࿯ ᒳମᄬࢎ֖ Z ႖ᕳ RC ᕅ SASZ ....................... 66 ಃѤ࿯ ᒳମᄬࢎ֖ѳ႖ᕳ RC ᕅ SASU ....................... 72 ಃϖ࿯ ᡂ‫׎‬ໆෳ ................................................................ 78 ಃϤ࿯ ၂ᡍᆕӝᔠ૸Кၨ ................................................ 80 ಃΎ࿯ ໧‫܄‬৒ໆᆶ໧‫܄‬೛ीୖኧ૸ፕ ........................... 84 ಃϖക ่ፕᆶࡌ᝼ ......................................................................... 91 ಃ΋࿯ ่ፕ ........................................................................ 91 ಃΒ࿯ ࡌ᝼ ........................................................................ 94 ߕᒵ΋! ௦ᖼຑᒧ‫ہ‬঩཮᝼इᒵ .................................................... 97 ߕᒵΒ! ಃ΋ԛ஑ৎ০ፋ཮᝼इᒵ .............................................. 101 ߕᒵΟ! යύቩࢗ཮᝼इᒵ .......................................................... 103 ߕᒵѤ! ಃΒԛ஑ৎ০ፋ཮᝼इᒵ .............................................. 119 ߕᒵϖ! ය҃ቩࢗ཮᝼इᒵ .......................................................... 123 ߕᒵ A! ၂ᡏӚ໘ࢤࢊᡂ‫׎‬კ....................................................... 131 ߕᒵ B! ၂ᡏӚ໘ࢤᕅᡏ୊Κᡂ‫׎‬ᆶቫ໔ᡂՏКၨკ............... 133. II.

(9) Ҟԛ!. ߕᒵ C! ၂ᡏӚ໘ࢤ႖ᕳቨࡋᡂϯკ .......................................... 135 ߕᒵ D. SMF ၂ᡏᔈᡂी᠐ኧ .................................................... 137 ߕᒵ E. SMFW ၂ᡏᔈᡂी᠐ኧ ................................................ 145 ߕᒵ F. SASZ ၂ᡏᔈᡂी᠐ኧ ................................................... 153 ߕᒵ G. SASU ၂ᡏᔈᡂी᠐ኧ .................................................. 161 ୖԵਜҞ ......................................................................................... 169 ಄ဦᇥܴ ......................................................................................... 173. III.

(10) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. IV.

(11) ߄ԛ!. ߄. ԛ. ߄ 1-1 ୺Չ຾ࡋ߄ ......................................................................... 9 ߄ 3-1 ᒳମ‫׷‬਑܎՜၂ᡍமࡋ ..................................................... 28 ߄ 3-2 షᏉβ༝ࢊ၂ᡏ‫ל‬ᓸ၂ᡍமࡋ ......................................... 29 ߄ 3-3 ᒳโ܎՜၂ᡍமࡋ ............................................................. 30 ߄ 4-1 ၂ᡏӚ໘ࢤപጕࠂࡋচ‫ۈ‬ीᆉၗ਑ ................................. 83 ߄ 4-2 ၂ᡏӚ໘ࢤപጕࠂࡋჹቫ໔ᡂՏ 0.25%҅ೕϯКၨ..... 83 ߄ 4-3 ၂ᡏӚ໘ࢤപጕࠂࡋჹಃ΋଑୮҅ೕϯКၨ................. 83 ߄ 4-4 ၂ᡏӚ໘ࢤപጕࠂࡋჹ໧‫܄‬ᄬࢎ SMF ҅ೕϯКၨ ...... 83 ߄ 4-5 ໧‫܄‬೛ी߯ኧϷӢη ......................................................... 84. V.

(12) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. VI.

(13) კԛ!. კ. ԛ. კ 1-1 ࣴ‫؁ز‬ᡯ ............................................................................5 კ 1-2 ҁࣴ‫ز‬ෳ၂թ࿼კ ............................................................6 კ 1-3 ၂ᡏ߃‫؁‬ೕჄ ....................................................................7 კ 2-1 ࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜Չࣁࣴ‫ز‬၂ᡏ ........................18 კ 2-2 ໧‫៻ל܄‬ᄬࢎଛโ ............................................................19 კ 2-3 ໧‫܄‬ᄬࢎ֖ RC ᕅ၂ᡏቫ໔ᡂ‫ ف׎‬1.5%ྣТ ..............21 კ 2-4 MF ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ .......................21 კ 2-5 MFW ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ ...................22 კ 2-6 AS ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ ........................22 კ 2-7 AI4 ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ .......................23 კ 2-8 Ӛ၂ᡏനεୁΚॶϷനεୁΚॶϐቫ໔ᡂՏ‫ف‬............23 კ 2-9 Ӛ၂ᡏ 0.5% Drift പጕࠂࡋ Ke......................................24 კ 2-10 ೕጄཱུज़ቫ୊Κᔠਡ ........................................................24 კ 3-1 ၂ᡏᅿᜪ ............................................................................27 კ 3-2 ᒳ‫׷‬၂ᡍ၂Т (CNS 2112) ..............................................28 კ 3-3 షᏉβ༝ࢊ၂ᡏ‫ל‬ᓸ၂ᡍமࡋᖿ༈ጕ ............................29. VII.

(14) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. კ 3-4 ᕅᒳโ D10 ܎Κ၂ᡍྣТ ...............................................30 კ 3-5 ᒳମᄬࢎ೛ीკ ................................................................32 კ 3-6 ᒳఉϷᒳࢊᘐय़კ ............................................................32 კ 3-7 ၂ᡏ୷০೛ीკ ................................................................33 კ 3-8 ᒳఉϪߺᘐय़კ ................................................................36 კ 3-9 ᕅᡏଛโკ ........................................................................39 კ 3-10 ႖ᕳ೛ी ............................................................................40 კ 3-11 ႖ᕳᕅᕅഗ೛ी ................................................................41 კ 3-12 ᒳᄬಒ೽೛ीკ ................................................................43 კ 3-13 ᒳᄬֹԋྣТ ....................................................................44 კ 3-14 ୷০ᒳโֹπྣТ ............................................................44 კ 3-15 ୷০ᒳኳྣТ ....................................................................45 კ 3-16 ୷০షᏉβ዆࿼ֹԋྣТ ................................................45 კ 3-17 ၂ᡍ࠻຾ՉуπྣТ ........................................................47 კ 3-18 ᔈᡂीᗹຠֹԋྣТ ........................................................47 კ 3-19 ᕅឲዀࡼπྣТ ................................................................48 კ 3-20 ‫ל‬ᓸ༝ࢊ၂ᡏྣТ ............................................................48 კ 3-21 ၂ᡍթ࿼ҥय़კϷѳय़კ ................................................50. VIII.

(15) კԛ!. კ 3-22 Տ౽ीࢎ೛კ ....................................................................51 კ 3-23 .SMF ၂ᡍး࿼౜൑ྣТ...................................................52 კ 3-24. SMFW ၂ᡍး࿼౜൑ྣТ...............................................52 კ 3-25 ၩख़ࡼуำ‫ ׇ‬....................................................................53 კ 4-1 SMF ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ)...............................57 კ 4-2 SMF ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ)...............................57 კ 4-3 SMF ၂ᡏᒳࢊۭદၡ 0.75 % 1st ϐྣТ......................58 კ 4-4 SMF ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1st ϐྣТ.....................58 კ 4-5 SMF ၂ᡏࢊᆄܴᡉ༟ላ 2% 1st ϐྣТ........................59 კ 4-6 SMF ၂ᡏఉᆄ‫ס‬Ԕᡂ‫ ׎‬6% end (ࠄୁ)ϐྣТ.............59 კ 4-7 SMF ၂ᡏ 6% end ϐྣТ ..............................................60 კ 4-8 SMFW ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ)...........................62 კ 4-9 SMFW ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ)...........................63 კ 4-10 .SMFW ၂ᡏ௹ӛ຋ᕳ 0.25% 1st ϐྣТ.......................63 კ 4-11 .SMFW ᄬࢎᒳࢊୁᜐֽ೽દၡ 1.5% 1st ϐྣТ.........64 კ 4-12 .SMFW ၂ᡏఉᆄܴᡉ༟ላ 1.5% 3rd (чୁ)ϐྣТ......64 კ 4-13 .SMFW ᄬࢎᒳࢊୁᜐֽ೽દၡ 3% end ϐྣТ ..........65 კ 4-14 .SMFW ᄬࢎ 3% end ϐྣТ ..........................................65. IX.

(16) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. კ 4-15 .SASZ ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ) .............................67 კ 4-16 .SASZ ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ) .............................68 კ 4-17 .SASZ ၂ᡏࢊ୊Κદၡ 0.75% 2nd ϐྣТ ...................68 კ 4-18 .SASZ ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1st (ࠄୁ)ϐྣТ .........69 კ 4-19 .SASZ ၂ᡏ Z ࠠᒳಥ໒Ϸ‫ف‬໛ᓸ࿗ (ࠄୁ)ϐྣТ ........69 კ 4-20 .SASZ ၂ᡏ୷০ᆶᕅᡏௗӝय़໒຋ 4% 2nd ϐྣТ ....70 კ 4-21 .SASZ ᄬࢎ 4% end ϐྣТ.............................................70 კ 4-22 .SASZ ᄬࢎ 6% 1st ϐྣТ ..............................................71 კ 4-23 .SASU ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(ࠄୁ).............................73 კ 4-24 .SASU ᄬࢎୁΚ-ᡂՏᒨᅉ଑୮(чୁ).............................74 კ 4-25 .SASU ၂ᡏఉᆄܴᡉ༟ላ 1.5% 1st (ࠄୁ)ϐྣТ .........74 კ 4-26 .SASU ၂ᡏࢊۭܴᡉ༟ላ 2% 1st (чୁ)ϐྣТ ............75 კ 4-27 .SASU ၂ᡏኲᒳᆶࢊۭ༟ላ(ࠄୁ)ϐྣТ ......................75 კ 4-28 .SASU ၂ᡏ୷০ᆶᕅᡏௗӝय़໒຋ϐྣТ.....................76 კ 4-29 .SASU ᄬࢎ 4% end ϐྣТ.............................................76 კ 4-30 .SASU ᄬࢎ 6% 1st ϐྣТ ..............................................77 კ 4-31 .Ӛ၂ᡏୁΚ-ᡂՏх๎ጕ(ࠄୁ)Кၨ ................................80 კ 4-32 .ୁ௢ϩ‫݋‬ኳᔕ SMF ၂ᡏх๎ጕՉࣁ..............................86. X.

(17) კԛ!. კ 4-33 .ୁ௢ϩ‫݋‬ኳᔕ SMFW ၂ᡏх๎ጕՉࣁ..........................86 კ 4-34 .ୁ௢ϩ‫݋‬ኳᔕ SASZ ၂ᡏх๎ጕՉࣁ ............................86 კ 4-35 .ୁ௢ϩ‫݋‬ኳᔕ SASU ၂ᡏх๎ጕՉࣁ............................87 კ 4-36 .ϖቫ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫ ݋‬........................................87 კ 4-37 .ϖቫ֖ᕅ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫(݋‬ҥय़ೕ߾) .............87 კ 4-38 .ϖቫ֖ᕅ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫(݋‬ҥय़όೕ߾) .........88 კ 4-39 .ϖቫ֖႖ᕳᕅ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫(݋‬ҥय़ೕ߾) .....88 კ 4-40 .ϖቫ֖႖ᕳᕅ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫(݋‬ҥय़όೕ߾) .88 კ 4-41 .Ӛኳࠠ‫ં៻ל‬ᒳᄬࢎϐୁ௢ϩ‫݋‬Кၨ ............................89. XI.

(18) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. XII.

(19) ᄔा!. ᄔ. ा. ᜢᗖຒǺࡌᑐᄬࢎǵᒳମᄬࢎǵᒳโషᏉβᕅǵ႖ᕳ. ΋ǵࣴ‫ز‬ጔଆ ୯ϣഭᎩ೿ѱβӦВᅌีϿǴࡌᑐଯቫϯࢂѸฅᖿ༈Ǵ921 Ӧ᎜ࡕǴཥࡌଯቫࡌᑐӭ኱ᄦ௦Ҕ໧‫܄‬ၨ٫‫ޑ‬ᒳମ(SC)ᄬ೷‫܈‬ᒳମ ᒳโషᏉβȐSRCȑᄬ೷ǴՠӢғࢲಞ‫ک܄‬ԋҁԵໆǴ೚ӭࡌᑐѦ ᕅ‫܈‬႖໔ᕅϝ௦Ҕᇸ፦షᏉβឲዀᕅ‫่ߚ܈‬ᄬ RC ᕅ1Ƕ೭ᜪᕅᡏ ᆶᒳମᄬࢎ‫ڙ܍‬Ӧ᎜ୁՏ౽ϐখ‫܄‬ৡ౦ࣗεǴύǵλೕኳӦ᎜ਔ ᕅᡏܰวғܴᡉ຋ཞǴᆢঅ֚ᜤǴౢғ‫ޟ‬઱ǶεೕኳӦ᎜ਔǴᄬࢎ ค‫ݤ‬วචႣය໧‫܄‬ǴᏤठӦ᎜Κຬၸ೛ीႣයǴӒϷ่ᄬӼӄǶ ਥᏵύ๮҇୯ᒳ่ᄬ‫҉ૼہ཮ڐ‬৚πำ៝ୢԖज़Ϧљ‫܌‬ ፓࢗϐբȨᒳମࡌᑐߚ่ᄬᕅୖԵЋнȩǴҗ‫ߎܭ‬ឦ஧ჿᕅϷ Ⴃ᠗஧ჿᕅ‫ޑ‬೷ሽଯр໺಍౜൑዆࿼‫ ޑ‬RC ᕅࣗӭǴᏤठ୯ϣ ཥࡌ‫ޑ‬ᒳମ‫܈‬ᒳମᒳโషᏉβՐӻࡌᑐǴϝεໆ௦Ҕ౜൑዆࿼ ᇸ፦షᏉβឲዀᕅ‫่ߚ܈‬ᄬ RC ᕅǴ೭ᜪ൑᠗ߚ่ᄬᕅӭࣁૄ ‫܄‬୊ΚЬ௓‫ޑ‬եࠠᕅǴ‫ڀ‬খࡋε໧ࡋλϐ੝‫܄‬Ǵନߚᄬ೷΢բ ੝ձೀ౛Ǵ٠ό፾Ҕ‫ܭ‬ᒳମࡌᑐ่ᄬǴԜ΋Бय़‫زࣴޑ‬ӧ୯Ѧ ࣗϿ‫ـ‬ǴѸ໪җ୯ϣԾՉࣴ‫ز‬Ƕ 1. ߚ่ᄬᕅɡࡰ่ᄬϩ‫݋‬ਔόբ‫ל‬᎜٬ҔϐᕅᡏǴࣁБߡᇥܴǴҁЎஒϐᆀࣁߚ่ᄬᕅǶѦ ᕅ‫܈‬႖໔ᕅத٬Ҕ 15 ϦϩаΠ‫ޑ‬ᑄᕅ‫ ܈‬RC ᕅǴԜᜪᕅᡏதӢࡌᑐ‫࠻܈‬ϣ೛ीሡा೏‫ܨ‬ନ‫܈‬ ᡂ‫׳‬Տ࿼Ƕၸѐಞᄍ΢Ǵπำৣӭ۹ౣ‫่ځ‬ᄬфૈǴϩ‫݋‬ਔǴѝीΕԜᜪᕅᡏख़ໆԶόीΕ ‫ځ‬மࡋǴ٠ஒ֖ԖԜᜪᕅᡏ‫ޑ‬ᄬࢎ྽բ‫ޜ‬ᄬࢎϩ‫݋‬Ƕ. XIII.

(20) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 921 Ӧ᎜ࡕǴཥࡌᒳମࡌᑐ֡Ԗբ಄ӝ྽жऐ᎜೛ीೕጄ ϐ໧‫܄‬೛ीǴՠ༤к‫ܭ‬໧‫܄‬ᄬࢎύ‫่ߚޑ‬ᄬ RC ᕅӧϩ‫݋‬ਔϝ εӭόी‫לځ‬᎜ૈΚǶ٣ჴ΢Ǵ೭٤ RC ᕅӢଯቨКλǴӭࣁ ୊ΚઇᚯЬ௓‫ޑ‬եࠠᕅǴૈ‫ڙ܍‬ϐቫ໔࣬ჹᡂ‫ࣗ׎‬λǴཱུܰӧ ύλӦ᎜ύ຋ཞǴӵటफ़ե RC ᕅখ‫܄‬ჹᄬࢎ‫ޑ‬ቹៜǴӧᒳᄬ ࢎᆶ RC ᕅ໔೛࿼႖ᕳࢂёՉ‫ޑ‬ჹ฼ϐ΋Ƕҁࣴ‫ز‬ճҔϣࡹ೽ ࡌᑐࣴ‫܌ز‬ჴᡍ࠻౜Ԗ೛ഢǴ୺Չௗ߈‫ى‬Ёᒳମᄬࢎ֖ߚ่ᄬ RC ჴᕅϸൺୁΚၩख़၂ᡍǴයఈᙖҗ၂ᡍளрπำჴ୍΢ёୖԵϐࣴ ‫่݀ز‬Ƕ Βǵࣴ‫ز‬Б‫ݤ‬Ϸၸำ 1. ᇆ໣༼᏾୯ϣѦԖᜢ֖ RC ᕅᄬࢎࣴ‫ز‬Ƕ 2. ೕჄϷ೛ीѤ০໧‫܄‬ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅ၂ᡍǶ 3. ᇙբ֖ᕅᒳମᄬࢎ၂ᡏǶ 4. ୺Չϸൺၩख़၂ᡍǶ 5. ϩ‫݋‬၂ᡍ่݀Ƕ Οǵख़ाว౜ 1. а౜Չऐ᎜೛ीೕጄ೛ीϐ኱ྗ໧‫܄‬ᒳମᄬࢎ၂ᡏऊӧቫ ໔ᡂՏ‫ ف‬1% फ़ҷǴफ़ҷࡕё‫׎‬ԋႣය༟ላวච໧‫܄‬Ǵऐ᎜ૈΚ‫ؼ‬ ӳǶ. XIV.

(21) ᄔा!. 2. ֖ߚ่ᄬ RC ჴᕅϐᒳᄬࢎǴᕅᡏӧቫ໔ᡂՏ‫ ف‬0.25% ջ วғ໒຋Ǵቫ໔ᡂՏ‫ ف‬0.5%Ǵᕅᡏ໒຋ջၲ‫ډ‬ᝄख़ำࡋǶ‫ୁל‬Κ மࡋऊࣁ኱ྗᒳମᄬࢎϐ 1.5 ७Ƕ 3. RC ႖ᕳᕅӧቫ໔ᡂՏၲ 1.8% ਔᆶᄬࢎௗ᝻Ǵ‫ୁל‬Κமࡋ ӢԶගϲ٠ёᆢ࡭Կቫ໔ᡂՏ‫ ف‬6%Ǵऐ᎜Չࣁ‫ؼ‬ӳǶ 4. ၂ᡍᡉҢ RC ᕅᡏऩค႖ᕳೀ౛Ǵ‫ୁڙ܍‬ΚԿቫ໔ᡂՏ‫ف‬ 0.5% ςԖܴᡉ຋ཞǶջύλӦ᎜ਔǴ೭٤ߚ่ᄬ RC ᕅஒёૈ ౢғ߄य़Ⴌ‫׷‬຋ཞ‫܈‬গပǴ೷ԋΓ঩໾্ՐЊ৮ཉǶ 5. ӵటගܹ֖ᕅᒳମᄬࢎ‫ޑ‬ቫ໔ᡂ‫ૈ׎‬ΚǴ٬ҔΟᜐ႖ᕳբ ‫ࢂݤ‬ёՉ‫ޑ‬Ǵ႖ᕳቨࡋёӢᔈሡाǴόӕኴቫ೛ीόӕᕳቨԖ‫׳‬٫ ऐ᎜ਏ݀ǶՠӢ႖ᕳԖٛНǵٛОǵϷ႖ॣୢᚒǴπำჴ୍΢ᔈҔǴ ᗋԖࡑࡌᑐৣǵࡌ‫׷‬Ϧљǵ่ᄬπำৣ฻஑ৎӅӕոΚࣴวཥԄ႖ ᕅǶ ѤǵЬाࡌ᝼٣໨ ҥջёՉϐࡌ᝼ ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕ‫ৣמ‬Ϧ཮ǵ่ᄬπำ‫ৣמ‬Ϧ཮ ‫ڐ‬ᒤᐒᜢǺϣࡹ೽ࡌᑐࣴ‫܌ز‬ ่ᄬ೛ीᔈຎ RC ᕅϩթ‫שݩރ‬෧ᄬࢎϐ໧‫܄‬৒ໆǴ٠а 4.0 ຎࣁ่ᄬ‫س‬಍໧‫܄‬৒ໆϐ΢ज़Ƕ ҥջёՉϐࡌ᝼. XV.

(22) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕ‫ৣמ‬Ϧ཮ǵ่ᄬπำ‫ৣמ‬Ϧ཮ ‫ڐ‬ᒤᐒᜢǺϣࡹ೽ࡌᑐࣴ‫܌ز‬ ႖ᕳᕅ‫س‬಍ऐ᎜‫ૈ܄‬ᓬ‫ܭ‬ჴᕅǴҭ಄ӝ่ᄬϩ‫݋‬ϐଷ೛Ǵё௢ ቶᔈҔ‫ܭ‬πำჴ୍Ƕ ҥջёՉϐࡌ᝼ ЬᒤᐒᜢǺࡌᑐৣϦ཮ǵβЕ‫ৣמ‬Ϧ཮ǵ่ᄬπำ‫ৣמ‬Ϧ཮ ‫ڐ‬ᒤᐒᜢǺϣࡹ೽ࡌᑐࣴ‫܌ز‬ ่ᄬ೛ीᔈቩ཈ຑ՗Ӛኴቫߚ่ᄬ RC ᕅ႖ᕳϐ೛ीቨࡋǴа යዴჴගϲᄬࢎ‫س‬಍ϐᡂ‫ૈ׎‬ΚǶ. XVI.

(23) ᄔा!. ABSTRACT Keywords: building frame, steel frame, RC wall, slit. I. Purpose There is limited land left in the city of Taiwan, therefore, more and more high-rise building will be constructed in the future. Most new high-rise buildings are built of steel (SC) or steel reinforced concrete (SRC) after the Chi-Chi earthquake because of the superior ductility of steel. Many partition (infill wall) or exterior wall used in these high-rise buildings, however, are still made of light-weight concrete or non-structural RC walls2. These walls have remarkable lateral resistance and stiffness but poor ductility. If the strength and stiffness of these walls are neglected in structural analysis, the seismic lateral force will be underestimated significantly. According to an investigation regarding the non-structural wall of steel constructional building, many light-weight concrete or nonstructural RC walls are still applied in the high-rise steel building, Taiwan. Due to the non-structural walls are usually low aspect of height to span ratio and present brittle behavior, therefore, this research. 2. Non-structural wall – The definition of non-structural wall in this research is defined as a wall which is not designed to resist lateral force. Since these walls are always discontinued, moved and even removed, therefore, they are conventionally considered only with weight effect and neglected their lateral strength for earthquake.. XVII.

(24) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. is focus on to improve the ductility of steel frame with such infill wall. This research proposes to utilize the apparatuses in the laboratory of the Architecture and Building Research Institute to evaluate the performance of steel moment frames with RC infill wall under displacement controlled reversed cyclic lateral loadings, especially focuses on the deformability, drift demand, seismic capacity as well as side-slits behavior of the infill walls. The results can be provided to Engineers for reference.. II. Method and Steps 1. Literature review 2. Plan of specimens and testing setup 3. Construct specimens 4. Process reverse cyclic loading experiment 5. Analyze test results. III. Main Findings 1. The code-compliant steel moment resisting frame can develop anticipated plastic hinges after a drift of 1% and show good ductility behavior. 2. The RC infill wall can increase lateral strength but reduce XVIII.

(25) ᄔा!. ductility significantly. The crack appeared in the first cycle of 0.25% loading drift showing the drift capacity to withstand crack is very low. 3. The side-slits wall does not anticipate in resisting lateral load until the slit closed as the drift ratio over 1.5%. The seismic performance and ductility of a frame with such wall are much better than the infill wall without slits. 4. Test result shows the RC infill wall will be seriously damaged when frame drift over 0.5%, which might be introduced when a moderate earthquake attacks. 5. The drift capacity of an infill wall depends on its aspect ratio and details. For a typical building frame, a design drift ratio of 0.8% is recommended. However, this value is too small for a moment resisting frame for seismic design. The side-slits wall can be a viable option to solve this problem.. 4. 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. XIX.

(26) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 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.. XX.

(27) ಃ΋ക ᆣፕ !. ಃ΋കʳ ᆣ ಃ΋࿯. ፕ. ࣴ‫ز‬ጔଆᆶङඳ. ୯ϣ೿ѱβӦԖज़Ǵ߈ԃٰǴ࿶ᔮ‫ז‬ೲว৖ǴӚε೿཮ ୔֎Ї҇౲ᎂ۳໣ύǴ٬೭٤ε೿཮୔ёၗճҔ‫ޑ‬βӦВᅌี ϿǴ‫܊‬ሽଯᅍǶԶβӦሽ਱΋‫׫ࢂޔ‬ၗ‫܊‬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 ‫ ׯ‬௦ Ҕ ໧ ‫ ܄‬ၨ ٫ ‫ ޑ‬ᒳ ମ (SC)‫ ܈‬ᒳ ମ ᒳ โ ష Ꮙ β (SRC)ᄬ ೷Ǵ‫ځ‬ύόЮ٬Ҕ෧᎜੃ૈϡҹ‫ޑ‬ᇬӻǴฅԶ೚ӭࡌਢѦᕅ‫܈‬ ႖໔ᕅǴӢ೷ሽ‫܈‬୯Γಞ‫܄‬฻ӢનǴϝ௦Ҕ౜൑዆࿼ߚ่ᄬ RC ᕅǶRC ᕅᆶᒳମᄬࢎϐ่ӝБԄεӭ௦Ҕ෌ౌ୊Κଝϐখ ‫܄‬ௗӝǴӢ RC ᕅখ‫܄‬ε໧‫܄‬ৡǴᒳମᄬࢎখ‫܄‬λ໧‫܄‬٫ǴЪ ‫ޣٿ‬খ‫܄‬ৡ౦ࣗεǴ΋ѿᎁၶύεೕኳӦ᎜འਗǴ่ᄬᡏԖၨ εቫ໔ᡂ‫׎‬ਔǴᒳମᄬࢎϐᡂ‫׎‬ஒॐ٬ߚ่ᄬ RC ᕅᡏౢғᝄ ख़ཞᚯǶεӦ᎜ਔᄬࢎค‫ݤ‬วචႣය໧‫܄‬ǴӦ᎜Κຬၸ೛ीႣ යǴᏤठ୷ۭኴቫࢊ‫୷܈‬ᘵઇᚯǴӒϷࡌᑐ่ᄬӼӄǶ٩ၸѐ. 1.

(28) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ᎜্࿶ᡍǴᕅᡏᝄख़ཞᚯঅൺ຤Ҕܳ຦Ǵ٬҇౲ჹࡌ‫ނ‬Ӽӄౢ ғᅪቾǴ෧ཞࡌᑐ‫ނ‬ሽॶǶ ୯ϣπำࣚჹ‫่ߚܭ‬ᄬᕅϐೀ౛΋૓ᄍ‫ࢂٯ‬೛ीਔόी ‫ځ‬மࡋ(ᇡࣁୃӼӄୁ)Ǵջ٬вಒϩ‫݋‬೛ीǴҞ߻ϐࡌᑐ‫ނ‬٬ Ҕᆅ౛ೕ߾ჹߚ่ᄬᕅ٠คம‫ڋ‬ᆅ౛ೕ‫ۓ‬ǴֹπࡕǴ٬Ҕ‫ޣ‬۳ ۳Ӣࡌᑐᐒૈ‫܌‬ሡᏰԾஒߚ่ᄬᕅ‫ܨ‬ନ‫܈‬౽ՏǶӢԜᒳମᄬ೷ ࢂցૈ٬Ҕ႖ᕳஒߚ่ᄬ RC ᕅᆶᒳᄬࢎֹӄ႖໒Զ෧Ͽ೚ӭ ೛ी΢ǵ٬Ҕᆅ౛΢‫֚ޑ‬ᘋǴࢂπำৣࣚᜢЈ٠ߛట௖૸ϐୢ ᚒǶ ၸѐ୯ϣѦςԖ೚ӭ RC ᄬࢎ֖ RC ᕅ‫܈‬ᑄᕅϐ၂ᡍǴՠ ࣗϿ຾Չᒳମᄬࢎᆶ౜൑዆࿼ RC ᕅϐϕ‫ڋ‬၂ᡍǶ‫ڙ‬ज़‫ܭ‬၂ᡍ ೛ഢ৒ໆǴRC ᕅ၂ᡍεӭࣁᕭЁኳࠠǴЪୃख़‫ܭ‬୊Κᕅ(่ᄬ ᕅ)மࡋᆶখࡋϐ௖૸Ƕ߈ԃٰǴ୯ϣᗨςֹԋ೚ӭεࠠ RC ᕅϷआᑄᕅமࡋ၂ᡍ‫ံ܈‬ம၂ᡍǴ٠ว৖р೛ीǵံமϷऐ᎜ ບᘐϩ‫݋‬ኳԄǴՠεӭ߯ଞჹߚ໧‫ં៻ל܄‬ᄬࢎ֖ᕅ၂ᡍǶӢ ೛ഢ৒ໆज़‫ڋ‬ǴࣗϿჹ໧‫܄‬ᄬࢎϣ่֖ᄬ೛ी΢த೏۹ౣࠅቹ ៜࣗ႐‫่ߚޑ‬ᄬ RC ᕅբεࠠ၂ᡍǶҁࣴ‫ុۯز‬ϣࡹ೽ࡌᑐࣴ ‫ ܌ز‬97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫زࣴૈ܄‬ȩ [1] ϐࣴ‫ز‬ԋ ݀Ǵᝩុࣴ‫ز‬ஒ႖ᕳᔈҔӧᒳମᄬࢎύϐߚ่ᄬ RC ᕅǴճҔ ϣࡹ೽ࡌᑐࣴ‫܌ز‬౜ԖϸΚᕅ၂ᡍ୔ё୺Չεࠠࡌᑐᄬ‫׷‬၂ ᡍϐᓬ༈Ǵଛӝ‫ݨ‬ᓸ‫୏ڋ‬Ꮤ 2000 kN рΚ৒ໆϷமΚӦ݈‫ک‬ϸ. 2.

(29) ಃ΋ക ᆣፕ !. Κᕅ‫ᙹڰ‬ႣΚᒳ෇ϐႣ੮ϾՏ࿼Ǵ୺ՉεЁκᒳମᄬࢎ֖ߚ่ ᄬ RC ᕅϐϸൺୁΚၩख़၂ᡍǴᕅᡏృଯ 2120 mm ృቨ 2650 mm (ଯቨК 0.8 ϐ 4/5 ᕭЁεࠠኳࠠ)ǴЬाҞ‫ࢂޑ‬ෳ၂‫ڀ‬եࠠ 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 ᕅϐቫ໔ᡂ‫ૈ׎‬ΚϷऐ᎜‫ૈ܄‬Ǵයఈԋ݀ё‫ٮ‬ πำ೛ीჴ୍ϷೕጄঅुୖԵǶ. 3.

(30) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ಃΒ࿯. ࣴ‫ز‬Ҟ‫ޑ‬. ҁीฝаϣࡹ೽ࡌᑐࣴ‫ ܌ز‬97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐ ऐ᎜‫زࣴૈ܄‬ȩ [1] ࡌҥϐϸൺୁΚуၩ၂ᡍ‫س‬಍Ǵӧࡌᑐ‫׷‬ ਑ჴᡍ࠻а౜Ԗ 2000 kN ‫ݨ‬ᓸ‫୏ڋ‬Ꮤෳ၂ᒳମᄬࢎϣ֖ߚ่ ᄬ RC ᕅ(҂႖໒‫܈‬႖໒)‫ޑ‬ऐ᎜‫ૈ܄‬Ƕଛӝ‫ݨ‬ᓸ‫୏ڋ‬Ꮤ‫ک‬ෳ၂ ጕ΢ςԖ֨࡭‫ڀ‬ϐ၂ᡍૈໆ೛ी၂ᡏ‫ک‬၂ᡍթ࿼Ǵаफ़ե၂ᡍ ԋҁǶ ᒳମᄬࢎϣ֖ϐߚ่ᄬ RC ᕅឦ୊ΚઇᚯЬ௓ϡҹǴ97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫زࣴૈ܄‬ȩ [1] ᡉҢᄬࢎϣ֖ߚ่ ᄬ RC ᕅখࡋε໧ࡋեǴբ႖ᕳೀ౛ё፾ࡋගϲ‫ځ‬໧‫܄‬Ϸफ़ե ύλӦ᎜ᕅᡏౢғ᎜ཞำࡋǶҁԃࡋࣴ‫ز‬ᝩុа่ᄬჴᡍࣁ ЬǴෳ၂ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫ૈ܄‬Ƕ ҁࣴ‫ز‬ෳ၂ϐ၂ᡏ֡ࣁ໧‫ં៻ל܄‬ᄬࢎǴϣ֖ᕅᡏ‫֡ޣ‬ ࣁߚ่ᄬ RC ᕅǴ‫ځ‬ύ‫ٿ‬০֖ᕅ၂ᡏǴӧᕅᆶᒳମ࣬ௗೀ೛࿼ ႖ᕳ٬ᕅᆶᒳମᄬࢎֹӄ႖໒Ǵ௖૸֖႖ᕳᕅ໧‫܄‬ᒳମᄬࢎϐ খࡋǵ໧ࡋǵቫ໔ᡂ‫ૈ׎‬Κǵऐ᎜‫ૈ܄‬Ϸઇᚯᐒ‫ڋ‬Ǵ٠ᆶપᒳ ମᄬࢎϷ֖ RC ჴᕅ(ค႖ᕳ)ᒳମᄬࢎКၨǴӕਔКၨόӕ႖ ᕳೀ౛Б‫ݤ‬ϐਏ੻Ǵԋ݀ёගܹ཰ࣚჹࡌᑐᒳମᄬࢎϣ֖ RC ᕅ่ᄬՉࣁϐᇡ᛽Ǵঈճࡌᑐ่ᄬ೛ीୖᏵǶ. 4.

(31) ಃ΋ക!ᆣፕ!. ಃΟ࿯. ࣴ‫ز‬Б‫ݤ‬. ҁीฝᔕ‫ܭ‬ϣࡹ೽ࡌᑐࣴ‫ࡌ܌ز‬ᑐ‫׷‬਑ჴᡍ࠻ϸΚᕅ ୔Ǵа౜Ԗ 2000 kN ‫ݨ‬ᓸ‫୏ڋ‬Ꮤࡼу՟ᓉΚϸൺၩख़Ǵෳ၂ᒳ ମ໧‫៻ל܄‬ᄬࢎϣ֖ߚ่ᄬ RC ᕅ‫ ܈‬RC ႖ᕳᕅቫ໔ᡂ‫׎‬Չ ࣁǴኳᔕᄬࢎ‫ܭ‬Ӧ᎜ύϐՏ౽ϸᔈǶ ҁीฝϐࣴ‫؁ز‬ᡯӵკ 1-1 ‫܌‬ҢǴࡪႣ‫ۓ‬຾ࡋ‫ ܭ‬9 Կ 10 Дය໔Ǵӧϣࡹ೽ࡌᑐࣴ‫܌ز‬၂ᡍ࠻ֹԋ၂ᡏᇙբᆶෳ၂Ƕ ࣴ‫ز‬ೕჄຑ՗ ୯ϣѦၗ਑ᇆ໣᏾౛ ٩ኧॶϩ‫่݀݋‬೛ी၂ᡏ ၂ᡏᇙբ ୺Չϸൺၩख़ෳ၂ ෳ၂่݀ኧᏵϩ‫݋‬. კ 1-1 ࣴ‫؁ز‬ᡯ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛) Ӣᒳମ‫׷‬਑மࡋεǴҁࣴ‫ز‬ஒଛӝ‫ݨ‬ᓸ‫୏ڋ‬Ꮤϐ၂ᡍ৒ ໆୖԵ୯ϣᒳମࡌᑐᄬࢎҞ߻தҔ‫ޑ‬ጃࠠࢊ‫ ک‬H ࠠᒳఉϷ RC ೷႖໔ᕅπ‫ݤ‬ᆶಒ೽Ǵ೛ी΋০኱ྗᄬࢎϷ΋০኱ྗᄬࢎ༤к 5.

(32) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. RC ᕅǴ٠ќᒧ᏷‫ٿ‬০၂ᡏբኲᕳ႖ᚆǴаՏ౽௓‫ڋ‬ϐϸൺୁ Κၩख़၂ᡍᔠ૸‫ܭځ‬ύࡋӦ᎜ΏԿ‫ܭ‬εӦ᎜ਔϐখࡋᆶ໧ࡋ ߄౜Ǵ௖૸໧‫܄‬ᒳମᄬࢎ༤к൑᠗ RC ႖໔ᕅ(ߚ่ᄬᕅ)ϐቫ ໔ᡂ‫ૈ׎‬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)Ǵଛӝ౜Ԗ‫ୁࠄܭᙹڰ‬ϸ Κᕅ 2000 kN ‫ݨ‬ᓸ‫୏ڋ‬ᏔǵӦ݈Ⴃ੮ϾՏǴа 14 Ѝ‫ޔ‬৩ 50 mm ϐႣΚᒳ෇ࡼуႣΚஒ၂ᡏ RC ୷০‫ܭᙹڰ‬மΚӦ݈΢Ǵࠄч ‫ୁٿ‬ӆа΋ჹᒳᇙϸΚ০֨࡭ՐǴ၂ᡏ୷০ᆶϸΚ০ϐ໔ᕳሜ аଯமࡋҡᆯ༤ᅈǶ‫ݨ‬ᓸ‫୏ڋ‬Ꮤа֨࡭‫ڀ‬ႄՐఉ‫ٿ‬ᆄࡼуՏ౽ 6.

(33) ಃ΋ക!ᆣፕ!. ௓‫ڋ‬ϐϸൺၩख़Ǵॐ٬ᕅᡏ‫ࠄڙ܍‬чӛቫ໔ᡂ‫׎‬ǴܿՋӛ(य़ ѦБӛ)ճҔՋୁϸΚᕅࢎ೛ࠠᒳಔӝԋϐୁኖǴ٠ග‫ٮ‬΋ྖ ୏Ѝ‫܍‬य़Ǵ໻৒೚ᕅ‫ࠄܭ‬чБӛय़ϣᡂ‫׎‬Ǵ‫ځڋ״‬य़Ѧᡂ‫׎‬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(‫ୁٿ‬Ϸ΢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) ‫ڙ‬ज़‫୏ڋܭ‬Ꮤ৒ໆǴҁࣴ‫ ز‬RC ᕅᕅࠆ 100 mmǴᕅృଯ 2120 mmǴృቨ 2650 mmǴऊࣁ 4/5 ᕭЁεࠠኳࠠǴ௦Ҕமࡋ 20.6 MPa (210 kgf/cm 2 )ϐషᏉβǴଛ࿼നϿᒳโໆǶ൩ଯቨК. 7.

(34) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 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೽೛ी΢ዴߥ‫ځ‬ᛙ‫܄ۓ‬ᆶ΋ ठ‫܄‬Ǵᗉխ༟‫܄‬໘ࢤౢғय़Ѧᡂ‫׎‬Ƕ ၂ᡍֹԋࡕஒӚ၂ᡏ၂ᡍၗ਑᏾౛ᛤკǴϩ‫؃݋‬рӦ᎜ ϸᔈঅ҅߯ኧǵ໧‫ש܄‬෧Ӣηǵ่ᄬၸம߯ኧϷՏ౽‫ܫ‬εӢη ฻ୖኧǶ٠а୘཰೬ᡏ຾Չߚጕ‫܄‬ኧॶኳᔕǴ‫פ‬р፾ӝϐ༟ላ ‫܄‬፦Ǵӆ຾ՉӭၠӭቫϐำԄኳᔕǴ௖૸໧‫៻ל܄‬ᄬࢎ֖ᕅࡕ ϐৡ౦‫܄‬Ǵග‫ٮ‬๏཰ࣚୖԵǶ. 8.

(35) ಃ΋ക!ᆣፕ!. ҁԃࡋीฝ୺Չ຾ࡋӵ߄ 1-1 ‫܌‬ҢǴҁൔ֋ς٩ीჄֹԋӄ೽ πբǶ ߄ 1-1 ୺Չ຾ࡋ߄ Дԛ ಃ ΋ . Д πբ໨Ҟ ࣴ‫ز‬ೕჄ. ಃ Μ Β Д. ಃ Β Д. ಃ Ο Д. ಃ Ѥ Д. ಃ ϖ Д. ಃ Ϥ Д. ಃ Ύ Д. ಃ Ζ Д. ಃ ΐ Д. ಃ Μ Д. ಃ Μ ΋ Д. 0. 10. 20. 30. 40. 50. 60. 70. 80. 90 100. ഢ ຏ. ၗ਑ᇆ໣ ᏾ ౛ ၂ᡏ೛ी යύൔ֋ ၂ᡏᇙբ ୺Չෳ၂ ය҃ൔ֋ ԋ݀ൔ֋ Ⴃ‫ۓ‬຾ࡋ (ಕᑈኧ). 0. ᇥܴǺ1. πբ໨Ҟፎຎीฝ‫܄‬፦ϷሡाԾՉु‫ۓ‬ǴႣ‫زࣴۓ‬຾ࡋаಉ ጕ߄Ң‫ځ‬ଆ૾ВයǶ 2. Ⴃ‫زࣴۓ‬຾ࡋԭϩК΋ឯǴ߯ࣁଛӝଓᙫԵਡբ཰‫܌‬೛ीǶፎ а‫؂‬΋λ਱ಉಔጕࣁ΋ϩǴ಍ी‫؃‬ளҁीฝϐᕴϩǴӆஒӚ Дҽπբ໨Ҟϐಕᑈளϩ(ᆶϐ߻ӚДуᕴ)ନаᕴϩǴջࣁӚ ДҽϐႣ‫ۓ‬຾ࡋǶ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 9.

(36) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 10.

(37) ಃ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࿤ٰ่ᄬ‫ৣמ‬ᇆ໣ӚБ᎜‫ؠ‬ፓࢗၗ਑Ǵ᏾౛рࡌᑐ‫ނ‬ ઇᚯࠠᄊ٠ϩ‫ځ݋‬চӢ [3] (2000)Ƕ2001 ԃଆߋᝬ҅௲௤ᆶቅҏ Ў௲௤ࣴ‫ز‬ი໗ࣁ‫ ؼׯ‬RC ୊Κᕅϐ໧‫܄‬຾ՉΑ΋‫س‬ӈௗ߈ჴ Ёκϐε֖ࠠᕅᄬࢎ၂ᡍǴ٠ว৖р୊Κᕅ-ᄬࢎϕ‫ڋ‬Չࣁኧ ॶኳᔕБ‫[ ݤ‬4]ǶӧԜӕਔǴ୯ৎӦ᎜πำࣴ‫ز‬ύЈҭଞჹཥπ ‫( ݤ‬х 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 ๮҇୯ᒳ่ᄬ‫҉ૼہ཮ڐ‬৚πำ៝ୢԖज़Ϧљ᏾౛рᒳମࡌ ᑐߚ่ᄬᕅୖԵЋн [12] (2007)Ƕϣࡹ೽ࡌᑐࣴ‫ ܌ز‬97 ԃࡋ‫ہ‬ ૼࣴ‫ز‬ൔ֋Ȩࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫زࣴૈ܄‬ȩКၨ‫ޜ‬ᄬࢎǵ ჴᕅᆶΟᜐ೛࿼΅ࠠ႖ᕳ֖ᕅᄬࢎϐ၂ᡍ่݀Ǵߚ่ᄬ RC ᕅ ჹ໧‫ં៻ל܄‬ᄬࢎϐமࡋϷ໧‫܄‬ዴԖቹៜ [1] (2008)ǶୖԵ‫ݤ‬ೕ. 11.

(38) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. Ϸ ೕ ጄ х ࡴ ϣ ࡹ ೽ Ⴇ Ѳ ϐ ࡌ ᑐ ‫ ނ‬ऐ ᎜ ೛ ी ೕ ጄ Ϸ ှ ᇥ [13] (2006)Ǵᒳᄬ೷ࡌᑐ‫ނ‬ᒳ่ᄬ೛ी‫ೌמ‬ೕጄ [14] (2007)Ǵᒳ่ᄬ ೛ीЋнཱུज़೛ी‫[ ݤ‬15] (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 ೷ ೕ ‫[ ۓ‬17] (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. 12.

(39) ಃΒക!Ў᝘ӣ៝!. ಃΒ࿯. Ў᝘ϩ‫݋‬. ٩Ᏽύ๮҇୯ᒳ่ᄬ‫҉ૼہ཮ڐ‬৚πำ៝ୢϦљ‫܌‬๱ Ȩᒳମࡌᑐߚ่ᄬᕅୖԵЋнȩ [12] ፓࢗǴ୯ϣᒳ่ᄬதҔ‫ޑ‬ ϣᕅ‫س‬಍ԖଳԄମࢎԄय़݈‫س‬಍ǵྒྷԄମࢎԄय़݈‫س‬಍(ᇸ፦ ឲዀ)ǵ݈ТԄ‫س‬಍(ALC ݈ᕅ)ǵ༧ࣵԄ‫س‬಍(ALC ᑄᕅǵआᑄ ᕅ)ǵ໺಍ᒳโషᏉβᕅǶதҔ‫ޑ‬Ѧᕅ‫س‬಍Ԗ஧ჿᕅǵALC ݈ Ѧᕅǵ໺಍ᒳโషᏉβᕅǶՠ୷‫ܭ‬ՐӻٛНǵ႖ॣǵᆶӼӄ฻ ፾Ҕ‫܄‬Ǵу΢୯ϣࡼπಞ‫ک܄‬ԋҁԵໆǴ೚ӭѦᕅ‫܈‬႖໔ᕅϝ εໆ௦Ҕ౜൑዆࿼‫่ߚޑ‬ᄬ RC ᕅ‫܈‬ᇸ፦షᏉβឲዀᕅǶՠᒳ ମࡌᑐӧ่ᄬ‫س‬಍΢ឦࢋ‫ࡌ܄‬ᑐǴখ‫܄‬ᕅᏛ཮֫ᛖЬᡏ่ᄬᡂ ‫׎‬Ǵ೷ԋ֎ԏၸεӦ᎜ΚǶ໣໣εӦ᎜ࡕǴጰ࿤ٰ่ᄬ‫ৣמ‬ᇆ ໣ӚБ᎜‫ؠ‬ፓࢗၗ਑Ǵ᏾౛рࡌᑐ‫ނ‬ઇᚯࠠᄊ [3]ǴନషᏉβம ࡋό‫ى‬ǵࢊ⢪โ໔ຯϼεǵࢊЬโុௗୢᚒаѦǴ‫ځ‬Ꭹ᚛ኴࢊ ઇᚯǵอࢊઇᚯϷ೬১ቫઇᚯǴ‫ځز‬চӢӭᆶߚᄬᕅԖᜢǶ ୯ϣ೚प໢௲௤ǵᄃችܴ௲௤‫ک‬ቅҏЎ௲௤฻ࣴ‫ز‬ი໗ Ծ҇୯ 74 ԃଆǴ຾ՉΑ΋‫س‬ӈϐᒳโషᏉβեࠠᕅ(֖ኲᕳᕅ) ᕭλЁκ၂ᡏ၂ᡍࣴ‫ز‬Ǵനࡕ٠ࡌҥΑ፾ҔᒳโషᏉβեࠠᕅ ‫ޑ‬மࡋीᆉǵখࡋीᆉϷऐ᎜ບᘐ฻࿶ᡍϦԄ [2]Ǵࣴ‫ز‬ᡉҢᒳ โషᏉβ୊Κᕅϐୁӛᡂ‫ૈ׎‬ΚৡǴᕅᡏቚ೛፛ӛኲᕳࡕǴኲ ᕳᕅ৒೚ୁՏ౽ёቚεǴЪёᗉխ୊Κᕅ௹຋ᕳр౜ࡕ‫ޑ‬ᝄख़ খࡋଏϯǴዴჴё‫ׯ‬๓୊Κᕅ‫ޑ‬લᗺǴԋࣁࡐӳ‫ૈ֎ޑ‬ᄬ‫׷‬Ƕ. 13.

(40) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ߋᝬ҅௲௤ᆶቅҏЎ௲௤ࣴ‫ز‬ი໗ࣁ‫ ؼׯ‬RC ୊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 ঁ၂ᡏǴࣴ‫֖ز‬໒α RC ᕅߚ໧‫܄‬ᄬࢎϐऐ᎜Չࣁ [5]Ƕ‫ځ‬ ύ֖ᕅᄬࢎ၂ᡏᕅଯ 1700 mm ቨ 2500 mmǴଯቨК 0.68Ǵ၂ ᡍ่݀ߚ໧‫ޜ܄‬ᄬࢎനεமࡋวғӧቫ໔ᡂՏ‫ ف‬1.5% ѰѓǴ ֖ᕅᄬࢎനεமࡋวғӧቫ໔ᡂՏ‫ ف‬0.75% ѰѓǴ‫ڀ‬໒α֖ ᕅᄬࢎനεமࡋࣗԿวғӧቫ໔ᡂՏ‫ ف‬0.5% ѰѓǴᡉ‫ـ‬ᕅ໒ α཮फ़եᄬࢎϐቫ໔ᡂ‫ૈ׎‬ΚǶ ୯ৎӦ᎜πำࣴ‫ز‬ύЈഋਁ๮௲௤฻ࣴ‫ز‬ი໗ 2003 ԃෳ ၂ 5 ঁ၂ᡏǴࣴ‫ ز‬SCFRP ᔈҔ‫֖ܭ‬ᑄᕅߚ໧‫܄‬ᄬࢎϐᕅऐ᎜ ံமჴᡍᆶϩ‫[ ݋‬6]Ƕ၂ᡏᕅଯࣁ 1700 mmǴଯቨК 0.68Ǵ၂ᡍ ่݀Ǵ֖Ԗ 0.5B ᑄᕅ‫ޣ‬Ǵ‫ࡋࠂځ‬ᆶமࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 1.67 ७ᆶ 1.38 ७Ǵа SCFRP ံமᑄᕅ(X ࠠ)ࡕǴ‫ࡋࠂځ‬ᆶமࡋ٩ ‫ޜࣁׇ‬ᄬࢎϐ 2.59 ७ᆶ 2.3 ७Ƕ֖Ԗ 1B ᑄᕅ‫ޣ‬Ǵ‫ࡋࠂځ‬ᆶம ࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 2.83 ७ᆶ 1.7 ७Ǵа SCFRP ံமᑄᕅ(X ࠠ) ࡕǴࠂࡋᆶமࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 2.89 ७ᆶ 2.55 ७Ƕॶள‫ݙ‬ཀ ‫ߚࢂޑ‬໧‫ޜ܄‬ᄬࢎᆶ֖ᕅᄬࢎ၂ᡏനεமࡋ֡วғӧቫ໔ᡂ. 14.

(41) ಃΒക!Ў᝘ӣ៝!. Տ 0.75%ѰѓǶ୯ৎӦ᎜πำࣴ‫ز‬ύЈ໳ࡿᏌ௲௤฻ࣴ‫ز‬ი໗ 2003 ԃෳ၂ 6 ঁ၂ᡏǴࣴ‫ ز‬CFRP ᔈҔ‫֖ܭ‬ᑄᕅߚ໧‫܄‬ᄬࢎ ϐࢊऐ᎜ံமჴᡍᆶϩ‫[ ݋‬7]Ƕ၂ᡏᕅଯҭࣁ 1700 mmǴଯቨК 0.68Ǵ၂ᡍ่݀Ǵ֖Ԗ 1B ᑄᕅ(ӄଯ)ಔǴ‫ࡋࠂځ‬ᆶமࡋ٩‫ׇ‬ϩ ձࣁ‫ޜ‬ᄬࢎϐ 2.62 ७ᆶ 1.15 ७Ǵа CFRP ံமࢊ(ӄхᙟ)‫ޣ‬Ǵ ߾ࣁ‫ޜ‬ᄬࢎϐ 2.40 ७ᆶ 1.39 ७Ƕ1B ᑄᕅ(ъଯ)ಔǴ‫ࡋࠂځ‬ᆶ 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 ‫ ـى‬CFRP ‫ံ܈ؼׯ‬மࢊϐ໧‫܄‬Ǵёε൯ቚуჹቫ໔ᡂՏϐ‫ה‬ ‫ࡋڙ‬Ǵՠჹ᏾ᡏࠂࡋϷமࡋคଅ᝘Ƕ ୯ৎӦ᎜πำࣴ‫ز‬ύЈ஭୯ᙼ௲௤฻ࣴ‫ز‬ი໗ 2003 ԃෳ ၂ 5 ঁ၂ᡏǴࣴ‫ ز‬RC ໧‫܄‬ᄬࢎ֖ᑄᕅϐऐ᎜ံமՉࣁ [8] Ƕ‫ځ‬ ύ֖ᕅᄬࢎ၂ᡏᕅଯ 1550 mm ቨ 2500 mmǴଯቨК 0.62Ǵу ၩБԄ௦Ҕᒳ൰঺Րӄఉ֡Ϭ໺ሀНѳΚǴᆶ߻Οጇࣴ‫ز‬ό ӕǶ၂ᡍ่݀Ǵ໧‫ ܄‬RC ‫ޜ‬ᄬࢎϷ֖ᑄᕅᄬࢎനεமࡋ֡วғ ӧቫ໔ᡂՏ‫ ف‬3%ѰѓǶ֖Ԗ 1/2B ᑄᕅϐ֖ᕅᄬࢎǴ‫ࡋࠂځ‬ᆶ மࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 2.02 ७ᆶ 1.34 ७Ǵᕅ‫ٿ‬य़а CFRP ֹӄ ༡ѲံமࡕǴ‫ࡋࠂځ‬ᆶமࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 3.84 ७ᆶ 1.68 ७Ǵ ֖Ԗ 1B ᑄᕅϐ֖ᕅᄬࢎǴ‫ࡋࠂځ‬ᆶமࡋ٩‫ޜࣁׇ‬ᄬࢎϐ 2.94 ७ᆶ 1.42 ७Ǵᕅ‫ٿ‬य़а CFRP ֹӄ༡Ѳံமࡕ߾ࠂࡋᆶமࡋ 15.

(42) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ٩‫ޜࣁׇ‬ᄬࢎϐ 6.14 ७ᆶ 2.51 ७Ƕ၂ᡍ่݀ё‫ـ‬ᑄᕅ‫ٿ‬य़а CFRP ֹӄ༡ѲံமࡕǴคፕჹࠂࡋǵமࡋ֡ԖගϲǴЀ‫ځ‬ჹ ߃යࠂࡋගϲࣗ႐Ǵံம‫ୁל‬ΚૈΚཱུ‫ڀ‬ਏ݀Ƕ 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 Կ‫่ߚܭ‬ᄬᕅჹᄬࢎϐቹៜǴ୯ϣ೚ӭѦቩᐒᄬᆶ஑ৎ Ꮲ‫ࡌޣ‬᝼а႖ᕳஒᕅᆶᄬࢎ႖໒Ǵᗉխե՗ߚ่ᄬᕅখࡋǴЇ ଆຬၸႣයϐӦ᎜ϸᔈ‫܈‬ᔈΚ໣ύ౜ຝǶՠ႖໒ࡕϐਏ݀ᆶऐ ᎜ՉࣁǴԿҞ߻ࣁЗǴࣗϿԖ࣬ᜢϐε่ࠠᄬ၂ᡍࣴ‫ز‬ǶӢ୯ ௃όӕǴ୯Ѧଯቫᒳମࡌᑐߚ่ᄬᕅεӭ௦Ⴃ᠗ᕅ݈ǴࡐϿ଺ ᔸԄπ‫ݤ‬ǴӢԜ೭೽ϩሦୱǴሡ୯ϣԾՉࣴ‫ز‬Ƕ ΋૓ᒳମᄬࢎϣ֖‫่ߚޑ‬ᄬ RC ᕅ൳Я֡ࣁ୊ΚઇᚯЬ ௓‫ޑ‬եࠠᕅǴଯቨКλ‫ ܭ‬1Ǵჹ‫ܭ‬ӭኴቫࡌᑐᄬࢎԶ‫ق‬ǴRC ᕅ‫ڙ‬ᄬࢎӚኴቫቫ໔࣬ჹᡂ‫׎‬ᔒᓸԶౢғჹ‫ف‬ᓸΚᆶ஭ΚǴ೷ ԋ௹ӛ୊Κ໒຋ᆶઇཞǶեࠠ RC ᕅϐቫ໔ᡂ‫ૈ׎‬ΚᒿଯቨК फ़եԶफ़եǴջখࡋຫε‫ޑ‬եࠠᕅ‫ځ‬ᡂ‫ૈ׎‬ΚຫեǶ ‫ך‬୯ 95 ԃࡌᑐ‫ނ‬ऐ᎜೛ीೕጄϷှᇥ [13] 1.2 ࿯ϐऐ᎜೛ ी୷ҁচ߾Ϣ೚ӣᘜය 2500 ԃനεԵໆӦ᎜่ᄬ‫ނ‬٬Ҕϐ໧ 16.

(43) ಃΒക!Ў᝘ӣ៝!. ‫܄‬ёаၲ‫ځډ‬໧‫܄‬৒ໆǶ1.5 ࿯ᇥܴೕጄु‫ۓ‬೛ीӦ᎜ΚਔǴ Եቾࡌᑐ‫ނ‬ϐ໧‫܄‬৒ໆԶஒ೛ीӦ᎜Κ‫ש‬෧Ƕࡺ໧‫܄‬৒ໆቹៜ ࡌᑐ‫ނ‬ϐӼӄࣗ႐Ǵ1.7 ࿯ஒ΋૓ϐ่ᄬ‫س‬಍ཷϩࣁѤᜪ:(1) ‫܍‬ख़ᕅ‫س‬಍(2)ᄬࢎ‫س‬಍(3)‫ં៻ל‬ᄬࢎ‫س‬಍(4)Βϡ‫س‬಍ǶԶҁ ࣴ ‫ ز‬ϐ ໧ ‫ ܄‬ᒳ ମ ᄬ ࢎ ֖ ߚ ่ ᄬ RC ᕅ ᔈ ឦ ‫ ܭ‬ಃ (3)ᜪ ‫ ܈‬ಃ (4) ᜪǴ٩ೕጄ߄ 1.3 ่ᄬ‫س‬಍໧‫܄‬৒ໆё‫ ڗ‬4.0ǶԶ໧‫܄‬ᄬࢎᆶ ߚ่ᄬ RC ᕅΟᜐ೛ी႖ᕳֹӄ႖໒‫سޑ‬಍ǴҞ߻ೕጄ٠ค࣬ ᜢ‫ޑ‬ೕ‫ۓ‬ǶЪ֖ߚ่ᄬ RC ᕅϐ໧‫܄‬ᒳମᄬࢎࢂցૈၲ‫ډ‬໧‫܄‬ ৒ໆ 4.0ǻۘࡑ၂ᡍ՘᛾Ǵሡ୯ϣᏃೲԾՉࣴ‫ز‬Ƕ 1999 ԃ 9 Д 21 Вᆵ᡼໣໣εӦ᎜ύǴԖ࣬྽ӭ೬১ۭቫ ࡌ‫ॹނ‬༥ϐਢ‫ٯ‬Ǵࡺೕጄ 2.17 ࿯ [13] ೕ‫ཱུۓ‬ज़ቫ୊Κமࡋϐᔠ ਡǴ٬ࡌᑐ‫ނ‬Ӛቫ‫ڀ‬Ԗ֡Ϭϐཱུज़୊ΚமࡋǴᗉխᡉ๱১ቫӸ ӧǴЪೕ‫ۓ‬ᔠਡཱུज़ቫ୊Κமࡋਔ໪ीϷߚ่ᄬᕅ‫܌‬ග‫ٮ‬ϐம ࡋǴа٬ૈዴϪᔠਡрࡌᑐ‫ނ‬ϐ১ቫǶԿ‫่ߚ֖ܭ‬ᄬᕅ่ᄬ‫ނ‬ ‫ཱུޑ‬ज़ቫ୊ΚமࡋӵՖीᆉǴᗨฅᕅϷᄬࢎϐཱུज़மࡋ‫ܭ‬Ӧ᎜ ਔ೯தό཮ӕਔ‫ډ‬ၲǴՠҗ‫ܭ‬ᔠਡϐҞ‫ޑ‬໻ӧஒӢߚ่ᄬᕅ‫܌‬ ೷ԋϐ১ቫ‫ޑ‬౜ຝᔠਡрٰǴ‫܌‬аीᆉ֖ߚ่ᄬᕅཱུज़ቫ୊Κ மࡋਔёϩձीᆉᄬࢎϷߚ่ᄬᕅ‫ޑ‬மࡋǴฅࡕ‫ޔ‬ௗ࣬уԶள ၀ቫϐཱུज़ቫ୊ΚமࡋǶҗ‫ࢊܭ‬ǵRC ୊Κᕅǵߚ่ᄬ RC ᕅ ᆶᑄᕅઇᚯਔൂՏय़ᑈჹᔈૈ‫܍‬ᏼ‫ޑ‬୊ΚόӕǴӢԜа RC ୊ Κᕅ‫ޑ‬य़ᑈࣁ୷ྗǴRC ࢊǵߚ่ᄬ RC ᕅᆶᑄᕅϐԖਏय़ᑈ ाϩձ४а 0.5ǵ0.4 ᆶ 0.25ǶҔԖਏय़ᑈϐБ‫ݤ‬ᔠਡཱུज़ቫ୊ 17.

(44) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ΚჹπำৣԶ‫ق‬Ǵዴჴග‫ٮ‬Α٩ᏵΞᙁܴ‫ޑ‬ᒤ‫ݤ‬ǴόၸीᆉԖ ਏय़ᑈ‫܌‬४‫߯ޑ‬ኧࢂցߥӺǴᗋሡा၂ᡍᡍ᛾Ƕ ϣࡹ೽ࡌᑐࣴ‫ ܌ز‬97 ԃࡋȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫܄‬ ૈࣴ‫ز‬ȩ‫زࣴૼہ‬ൔ֋Ǵ‫ֻ׵‬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࿼ऀකᛠโǶ၂ᡏЁκϷଛโӵკ 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]). 18.

(45) ಃΒക!Ў᝘ӣ៝!. B B. B-B A. A. A-A კ 2-2 ໧‫៻ל܄‬ᄬࢎଛโ (ၗ਑ٰྍ: ୖԵਜҞ[1]) ໧‫ં៻ל܄‬ᄬࢎ኱ྗ၂ᡏ MF ዴჴૈวචႣය໧‫܄‬Ǵӵ კ 2-4 ‫܌‬ҢǴऊӧቫ໔ᡂՏ‫ ف‬1% ࡕफ़ҷǴ‫ୁל‬Κமࡋёᆢ࡭ Կቫ໔ᡂՏ‫ ف‬4% Զ҂Ԗܴᡉ૰෧Ǵఉࢊёว৖р༟ላǴऐ᎜ Չࣁ‫ؼ‬ӳǶ ֖ߚ่ᄬ RC ᕅϐ໧‫ં៻ל܄‬ᄬࢎ MFW ၂ᡍ่݀ӵკ 2-5 ‫܌‬ҢǴӢ‫ڙ‬ᕅᡏ୊ΚઇᚯቹៜǴ೷ԋ֖ᕅᄬࢎӧቫ໔ᡂՏ‫ف‬ຬ р 1% ࡕόΦջၲ‫ډ‬നε‫ୁל‬ΚமࡋԶِೲ૰෧ઇᚯǴ‫ཱུځ‬ज़ ‫ୁל‬Κமࡋࣁ኱ྗ໧‫ં៻ל܄‬ᄬࢎ MF ϐ 3 ७(კ 2-8)Ǵՠ໧‫܄‬ Ϸऐ᎜੃ૈՉࣁࠅཱུৡǴࡺߚ่ᄬ RC ᕅჹᄬࢎϐቹៜࣗ႐Ƕ. 19.

(46) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ֖ӄኲᕳᕅᄬࢎ၂ᡏ AS ஒ RC ᕅᡏѰѓϷۭ೽ᆶᄬࢎբ ֹӄ႖໒Ϫപᕳቨ 3 ϦϩǴ၂ᡍ่݀ӵკ 2-6 ‫܌‬ҢǴ྽ఉࢊᄬ ࢎၲቫ໔ᡂՏ‫ ف‬1.2% ਔǴኲᕳஏӝᆶᄬࢎௗ᝻ᕅᡏω໒‫ڙۈ‬ ΚǴΟᜐኲᕳ٬ᕅᡏҗᚈԔ౗୊ΚઇᚯኳԄᙯࣁൂԔ౗ኙ୊ઇ ᚯǴӢԜ֖ӄኲᕳᕅᄬࢎёᆢ࡭ୁΚமࡋԿቫ໔ᡂՏ‫ ف‬4% Զ ҂Ԗܴᡉ૰෧Ǵऐ᎜Չࣁ‫ؼ‬ӳǶཱུज़‫ୁל‬Κமࡋࣁ኱ྗ໧‫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৒‫ה‬ቫ໔ᡂՏ‫ف‬ε‫ ܭ‬1%Ǵ၂ᡍ่݀ӵკ 2-7 ‫܌‬ҢǴӢᕅᡏϝԖ 40 mm ᆶᄬࢎ࣬ೱǴ၂ᡏ߃යࠂࡋϷՉ ࣁཱུௗ߈֖ᕅᄬࢎ MFWǴ‫ޔ‬Կቫ໔ᡂՏၲ 0.5% ၀ೀషᏉβ ೏୊ᚯᓸውࣁЗǴฅࡕ‫ځ‬പጕࠂࡋϷமࡋِೲӛӄኲᕳ֖ᕅᄬ ࢎ AS ᖿ߈ǴԿቫ໔ᡂՏ 2% ਔǴᕅᡏኲᕳഈӝ٬‫ୁל‬Κமࡋ ӆࡋගϲǴཱུज़‫ୁל‬Κமࡋࣁ኱ྗ໧‫ં៻ל܄‬ᄬࢎ MF ϐ 1.85 ७(კ 2-8)ǶՠӢᕅᒳโ‫ۯ‬՜ԿᄬࢎϣǴӧϸൺୁΚբҔΠǴ ᒳโ਋Ԕ٬షᏉβগပᝄख़ǶԜୢᚒᔈӆ຾΋‫زࣴ؁‬Ǵᗉխύ ԿεӦ᎜ਔᕅᡏၸԐઇ࿗௞ပ໾ΓǶ КၨѤ০၂ᡏϐ௢Κୁൂӛх๎ጕӵკ 2-9 ‫܌‬ҢǴӚ၂ᡏ ว৖рനε‫ୁל‬Κϐᐒ‫ڋ‬όӕǴ‫ځ‬ύ MF Ϸ AS ‫ٿ‬০၂ᡏӧቸ ‫܄‬໘ࢤࠂࡋၨλǴᄬࢎफ़ҷࡕமࡋϝ጗‫؁‬ගϲ‫ډޔ‬ቫ໔ᡂՏ‫ف‬. 20.

(47) ಃ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᏾౛) 2500. MF. Lateral Load (kN). 2000. push. 1500. 1% Drift. 1000. 721 kN. 500 0. 1.5% Drift. -500 -1000 -1500. pull -4. -3. -2. -1. 0. 1. Lateral Drift (%). 2. 3. 4. 4.0% Drift. კ 2-4 MF ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 21.

(48) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 2500 2000. Lateral Load (kN). 2176 kN. MFW. push. 1500. 1% Drift. 1000 500 0. 1.5% Drift. -500 -1000 -1500. pull -4. -3. -2. -1. 0. 1. 2. 3. 4. Lateral Drift (%). 2.2% Drift. კ 2-5 MFW ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 2500. AS. Lateral Load (kN). 2000. push. 1500. 1% Drift. 1147 kN. 1000 500 0. 1.5% Drift. -500 -1000 -1500. pull -4. -3. -2. -1. 0. 1. Lateral Drift (%). 2. 3. 4. 4.0% Drift. კ 2-6 AS ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 22.

(49) ಃΒക!Ў᝘ӣ៝!. 2500. Lateral Load (kN). push. AI4. 2000 1500. 1337 kN. 1% Drift. 1000 500 0. 1.5% Drift. -500 -1000 -1500. pull -4. -3. -2. -1. 0. 1. 2. 3. 4. 3.0% Drift. Lateral Drift (%). კ 2-7 AI4 ၂ᡏୁΚ-ቫ໔ᡂՏ‫ف‬Ϸ຋ᕳว৖კ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 2500. push. 2176 kN MFW. Lateral Load (kN). 2000. 1500. Vmax Drift Vmax (kN) (%) VmaxMF. 1337 kN 1147 kN. AI4. MFW 2176. 1000 AS. 721 kN MF. 500. 0. 0. 1. 2. 3. 1.11. 3.02. AI4. 1337. 0.61. 1.85. AS. 1147. 2.86. 1.59. MF. 721. 2.70. 1.00. 4. Lateral Drift (%). კ 2-8 Ӛ၂ᡏനεୁΚॶϷനεୁΚॶϐቫ໔ᡂՏ‫ف‬ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 23.

(50) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 2500. push. Lateral Load (kN). 0.5%Drift പጕࠂࡋKe. MFW. 2000. (unit: kN/mm). 1500. Ke. AI4 1000 AS MF. 500. 0. 0. 1. 2. 3. Ke/KeMF. MFW 130.4. 4.5. AI4. 115.8. 4.0. AS MF. 34.9. 1.2. 29.3. 1.0. 4. Lateral Drift (%). კ 2-9 Ӛ၂ᡏ 0.5% Drift പጕࠂࡋ Ke (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 2500. push. 2176 kN MFW. 2000 Lateral Load (kN). 250 12. Ԗਏय़ᑈ 3200 cm 2 1500. ࡌᑐ‫ނ‬ऐ᎜೛ीೕ ጄಃ2.17࿯-ཱུज़ቫ ୊Κமࡋᔠਡ; ᕅԖਏமࡋ,ࢊԖਏமࡋ ࢊԖਏமࡋ. 1000. 721 kN 50. 500. 3200 = 2000 =1.6 ७. 50. MF. 40. 0. Ԗਏय़ᑈ 2000 cm 2 0. 1. 2. 3. (unit: cm2) 4. Lateral Drift (%). კ 2-10 ೕጄཱུज़ቫ୊Κᔠਡ (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). 24.

(51) ಃΒക!Ў᝘ӣ៝!. ε‫ ܭ‬2.5% ωၲ‫ډ‬നε‫ୁל‬ΚமࡋǴ಄ӝ໧‫܄‬ՉࣁǶ࣬ၨ‫ܭ‬኱ ྗ໧‫ં៻ל܄‬၂ᡏǴMFW Ϸ AI4 ‫ٿ‬০၂ᡏӧቸ‫܄‬໘ࢤ߃යࠂ ࡋࡐεǴЪࠂࡋ٠όᒿቫ໔ᡂՏቚεԶԖϼε‫ׯ‬ᡂǴ‫ډޔ‬ᕅᡏ ၲ‫ډ‬നε‫ୁל‬ΚமࡋǴँฅวғ୊Κ໒຋Ǵமࡋջܴᡉ૰෧Ƕ ՠ‫ٿ‬০၂ᡏ೬ϯࡕՉࣁόӕǴMFW ၂ᡏமࡋ૰෧ِೲǴቫ໔ ᡂՏ‫ف‬ௗ߈ 2% ջΠफ़Կനε‫ୁל‬Κமࡋϐ 75%Ǵ໧‫ཱུ܄‬ৡǶ Զ AI4 ၂ᡏமࡋΠफ़ั጗ǴЪቫ໔ᡂՏ‫ف‬ຬၸ 2% ࡕǴᕅᡏӢ ኲᕳഈӝӆࡋวචբҔ٬‫ୁל‬ΚගϲǴ໧‫܄‬ၨ 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 cm 2 Ǵ໧‫ં៻ל܄‬ᄬࢎ኱ྗ၂ᡏ MF Ԗਏय़ᕮࣁ 2000 cm 2 Ǵ‫ځ‬Кॶࣁ 1.6 ७Ǵՠ၂ᡍ่݀ [1]ᄬ ࢎ MFW மࡋࣁ၂ᡏ MF ‫ ޑ‬3 ७Ǵӵკ 2-10 ‫܌‬ҢǶӢԜೕጄύ ߚ่ᄬ RC ᕅϐԖਏय़ᑈ४а 0.4 ࡌ᝼ᔈঅ҅ගଯ٠ሡӕਔஒ ࢊϐԖਏय़ᑈ४а 0.5 ΠঅωၨߥӺӼӄǶԿ‫֖ܭ‬ኲᕳᕅᄬࢎ AS ᆶ AI4 ϐᕅᡏԖਏय़ᑈᔈ४аӭϿٰ՗ᆉၨࣁӝ౛ǴӢ၂ ᡏኧໆԖज़Ǵᗋᔈᝩុࣴ‫ز‬௖૸Ƕ ᒳମᄬࢎϣ֖ߚ่ᄬ RC ᕅҭёૈԖখࡋϼεԶ໧ࡋό. 25.

(52) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ‫ى‬ϐ੝‫܄‬ǴჹଯቫࡌᑐᄬࢎԶ‫ق‬ǴܰᏤठύࡋӦ᎜ਔᕅᡏԖܴ ᡉ຋ཞǴεӦ᎜ਔ٬ᒳᄬࢎค‫ݤ‬วච‫ؼ‬ӳ໧‫܄‬ǴӦ᎜Κຬၸ೛ ीႣයǴ১ቫࢊ਋ԔǴᏤठࡌᑐ‫ॹނ‬༥‫୷܈‬ᘵઇᚯǶҗϣࡹ೽ ࡌᑐࣴ‫ ܌ز‬97 ԃȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫زࣴૈ܄‬ȩ[1]ࣴ‫ز‬ ่݀Ϸ༼໣೚ӭ஑ৎᏢ‫ޣ‬ཀ‫ـ‬ǴΟᜐӄኲᕳ႖ᚆჹ‫ׯ‬๓֖ᕅᄬ ࢎϐ໧‫ࣁࣗ܄‬ԖਏǴՠჴሞၮҔ‫ܭ‬ᒳମᄬࢎǴ‫ځ‬ऐ᎜Չࣁǵখ ࡋ‫܈‬மࡋ‫ز‬ഖӵՖ? ॶள௖૸ǴӢԜҁࣴ‫ز‬аεЁκჴᡍෳ၂ ߚ่ᄬ RC ᕅჹᒳମ໧‫៻ל܄‬ᄬࢎϐமࡋϷ໧‫܄‬ቹៜǴ٠Кၨ ‫ޜ‬ᄬࢎǵჴᕅᆶΟᜐ೛࿼ͣࠠ႖ᕳϐ֖ᕅᄬࢎऐ᎜ՉࣁǴբࣁ ࣴ‫ز‬ϐख़ाፐᚒǶ. 26.

(53) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. ಃ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(‫ୁٿ‬Ϸ΢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:. 27.

(54) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ҁ၂ᡍϐᒳମ‫׷‬਑௦Ҕ ASTM A36 ࡌᑐ่ᄬҔᅹᒳǴ‫܌‬Ҕϐ ᒳ‫ڗ׷‬ኬࡕ٩ CNS 2112 ೕ‫ۓ‬ຊϪуπԋ၂ТЁκӵკ 3-2 ‫܌‬ҢǴ H ࠠᒳဎ݈ǵᖀ݈Ϸಔӝጃࠠࢊ‫܌‬Ҕᒳ݈Ӛ‫ڗ‬ኬΟТ଺܎՜၂ᡍ่ ݀ӵ߄ 3-1 ‫܌‬ҢǶ၂ᡏఉǵࢊ೛ीफ़ҷமࡋϷ‫܎ל‬மࡋϩձ௦Ҕ߄ 3-1 ‫܌‬Ңϐఉǵࢊᒳ‫ڗ׷‬ኬ၂Т၂ᡍ่݀ѳ֡ॶǶ. კ 3-2 ᒳ‫׷‬၂ᡍ၂Т (CNS 2112) (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ) ߄ 3-1 ᒳମ‫׷‬਑܎՜၂ᡍமࡋ ‫ڗ‬ኬՏ ࿼ H ࠠᒳ ဎ݈ H ࠠᒳ ᖀ݈ ጃࠠࢊ. फ़ҷᗺமࡋ MPa (kgf/cm2) 410 (4184) 413 (4215) 434 (4429) 392 (4001) 384 (3919) 395 (4031) 323 (3297) 320 (3266) 318 (3245). ‫܎ל‬மࡋ MPa (kgf/cm2) 523 (5338) 523 (5338) 540 (5511) 520 (5307) 520 (5307) 516 (5266) 464 (4736) 464 (4736) 463 (4725). ѳ֡फ़ҷᗺமࡋ MPa (kgf/cm2). ѳ֡‫܎ל‬மࡋ MPa (kgf/cm2). 419 (4276). 529 (5396). 390 (3984). 519 (5293). 320 (3269). 464 (4732). (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛) ᒳโషᏉβᕅ: ҁࣴ‫ ز‬RC ᕅషᏉβ೛ीமࡋ௦Ҕ 20.6 MPa (210 kgf/cm2*Ǵ. 28.

(55) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. ዆࿼ᕅᡏషᏉβӕਔǴᇙբ 12 Ѝ 150 mmI u 300 mm ༝ࢊ၂ᡏǴ ٠ϩձӧ 7 Ϻǵ14 Ϻǵ21 ϺϷ 28 ϺសයǴӚ‫ ڗ‬3 Ѝ༝ࢊ၂ᡏ଺‫ל‬ ᓸ၂ᡍǴ၂ᡍ่݀ӵ߄ 3-2 ‫܌‬ҢǴ٠ஒӚសය 3 Ѝ༝ࢊ၂ᡏѳ֡‫ל‬ ᓸமࡋᛤᇙԋጕ‫܄‬ᖿ༈ጕӵკ 3-3 ‫܌‬ҢǴҔа՗ीᒳโషᏉβᕅᡏ ӧ၂ᡍਔϐషᏉβமࡋǶ ߄ 3-2 షᏉβ༝ࢊ၂ᡏ‫ל‬ᓸ၂ᡍமࡋ សය 7Ϻ. 14 Ϻ. 21 Ϻ. 28 Ϻ. ༝ࢊ၂ᡏ‫ל‬ᓸமࡋ MPa (kgf/cm2) 16.7 (170.6) 19.6 (200.5) 22.4 (228.4) 21.9 (223.8) 22.2 (226.4) 23.1 (236.0) 23.8 (243.2) 21.7 (221.8) 23.8 (242.7) 28.6 (292.1) 23.6 (241.2) 24.2 (247.3). ѳ֡‫ל‬ᓸமࡋ MPa (kgf/cm2) 19.6 (199.8). 22.4 (228.7). 23.1 (235.9). 25.5 (260.2). (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). კ 3-3 షᏉβ༝ࢊ၂ᡏ‫ל‬ᓸ၂ᡍமࡋᖿ༈ጕ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 29.

(56) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ֖ᕅ၂ᡏ௦Ҕϐᕅโ֡ࣁ D10 Ԯ࿯ᒳโǴᒿᐒ‫ڗ‬ኬ 6 Ѝ଺܎ ՜၂ᡍǴ၂ᡍ่݀ӵ߄ 3-3 ‫܌‬ҢǴѳ֡फ़ҷமࡋࣁ 393.7 MPa (4018 kgf/cm2)Ǵѳ֡‫܎ל‬மࡋࣁ 521.0 MPa (5318 kgf/cm2)ǶϤЍ܎՜၂ ᡍϐԔጕ֡ࡐᜪ՟Ǵӵკ 3-4 ‫܌‬ҢǶ ߄ 3-3 ᒳโ܎՜၂ᡍமࡋ ᒳโ ᅿᜪ. D10. फ़ҷᗺமࡋ MPa (kgf/cm2) 398.8 (4070) 407.9 (4163) 373.1 (3808) 400.0 (4082) 395.5 (4036) 386.6 (3946). ‫܎ל‬மࡋ MPa (kgf/cm2) 532.5 (5435) 527.0 (5379) 507.0 (5174) 518.7 (5294) 525.7 (5365) 515.3 (5259). ѳ֡फ़ҷᗺமࡋ MPa (kgf/cm2). ѳ֡‫܎ל‬மࡋ MPa (kgf/cm2). 393.7 (4018). 521.0 (5318). (ၗ਑ٰྍ: ҁࣴ‫ز‬᏾౛). კ 3-4 ᕅᒳโ D10 ܎Κ၂ᡍྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ). 30.

(57) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. ಃΒ࿯ʳ. ၂ᡏ೛ी. ၂ᡏϐᒳโషᏉβ୷ᘵ೛ीԋቨࡋ 800 mm ుࡋ 710 mm ϐখᡏǴዴߥᒳࢊᗕ‫ؼۓ‬ӳᆶ၂ᡏόྖ౽ǶጃࠠᒳࢊύЈၠࡋ 3000 mm ߯ଛӝ‫୏ڋ‬ᏔፂำᆶமΚӦ݈ϾՏǴࢊύЈጕ҅ӳ০ ပ‫ܭ‬ӦΠ࠻Ѝ‫܍‬ᕅ΢Ǵё٬ࢊືΚ‫ޔ‬ௗ໺ሀԿЍ‫܍‬ᕅ΢Ǵᗉխ மΚӦ݈ౢғኙԔǶ‫ڙ‬ज़‫୏ڋܭ‬Ꮤ৒ໆǴҁࣴ‫ ز‬RC ᕅஒ዆ឲ 20.6 MPa (210kgf/cm 2 )மࡋϐషᏉβǴଛ࿼നϿᒳโໆǴᕅృ ଯ 2120 mm ృቨ 2650 mm ᕅࠆ 100 mmǴऊࣁ 4/5 ᕭЁεࠠኳ ࠠǶ൩ଯቨК 0.8 ‫ޑ‬ᕅԶ‫ق‬Ǵឦ‫ܭ‬୊ΚઇᚯЬ௓ϐեࠠᕅǶ (1) ໧‫܄‬ᒳମᄬࢎ೛ी: ҁࣴ‫ز‬ϐ኱ྗ໧‫܄‬ᒳମᄬࢎ٩Ᏽ‫ ך‬୯ᒳᄬ೷ࡌᑐ‫ނ‬ᒳ่ ᄬ೛ी‫ೌמ‬ೕጄ(Β)ཱུज़மࡋ೛ी‫ݤ‬ೕጄϷှᇥ [14] ೛ीǴᒳ‫׷‬ ᒧҔࡌᑐ่ᄬҔᅹᒳ಄ӝ ASTM A36 ၂ᡍೕ‫ۓ‬Ƕ চයఈᒳᄬࢎఉࢊЁκᏃໆ଺εǴଯቨКᏃໆफ़եа಄ӝ ჴሞࡌᑐϐК‫ٯ‬ǴՠԵቾ၂ᡍ೛ഢ‫୏ڋ‬ᏔрΚ৒ໆϷ၂ᡍ࿶຤ ज़‫ڋ‬ǴനࡕᒧҔϐᒳࢊᘐय़ࣁ -350 u 350 u 14 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. 31.

(58) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. კ 3-5 ᒳମᄬࢎ೛ीკ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). კ 3-6 ᒳఉϷᒳࢊᘐय़კ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 32.

(59) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. კ 3-7 ၂ᡏ୷০೛ीკ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). a. ᔠਡఉᄬ‫׷‬ᘐय़ H-350u250u9u14: ᘐय़‫܄‬፦: A = 9.81 x 10 3 mm 2 , I x = 2.09 x 10 8 mm 4 , S x = 1.23 x 10 6 mm 3 , Z x = 1.36 x 10 6 mm 3 rx. 145.93 mm, I y. 3.65 x 107 mm 4 , Sy. 2.92 x 105 mm3 , ry. 60.98 mm. ीᆉ M y , M p : Fy. 390 MPa. (௦Ҕఉᖀ݈၂Т၂ᡍѳ֡ॶ). My. Fy u Sx. 390 u 1.23 x 106. 479.7 kNm. Mp. Fy u Z x. 390 u 1.36 x 106. 530.4 kNm. 33.

(60) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ᔠਡᘐय़ቨࠆК: ᒳ่ᄬཱུज़೛ी‫ݤ‬ೕጄϷှᇥ[14]‫ڙ‬ᓸަϐቨࠆКज़‫ ߄(ڋ‬4.5-1): b 2t f h tw. 25 cm 2 u 1.4 cm 31.2 cm 0.9 cm. ‫ځ‬ύ. 14 Fy. 8.93 ! Opd. 14 3.984. Pu º 51 ª « 2.33 » I Py ¼» Fy ¬«. 34.67 Opd. (ߚ༟‫܄‬೛ीᘐय़). 7.01. 88.23 4.276. 42.67. (O.K.). Pu 200 | | 0.53 (ߥӺ‫ ڗ‬0.6) I Py 0.9 u 4.276 u 98.1. ࡺఉᆄ௦ҔϪߺᘐय़ǴϪߺࡕᘐय़ᖀቨ 16 cm ( 25 4.5 u 2 16 cm ) b 2t f. 16 cm 2 u 1.4 cm. 14 Fy. 5.71 Opd. b. ᔠਡࢊᄬ‫׷‬ᘐय़. 14 3.984. (಄ӝ༟‫܄‬೛ीᘐय़). 7.01. - 350u350u14:. ᘐय़‫܄‬፦: A 1.88 x 104 mm2 , I x Zx. Iy. 2.37 x 10 6 mm 3 , rx. 3.55 x 108 mm4 , Sx. 2.03 x 106 mm3 ,. Sy. ry 137.29 mm. ीᆉ M y , M p : (௦Ҕࢊᒳ݈၂Т၂ᡍѳ֡ॶ). Fy. 320 MPa. My. Fy u Sx. 320 u 2.03 x 106. 649.6 kNm. Mp. Fy u Z x. 320 u 2.37 x 106. 758.4 kNm. ᔠਡᘐय़ቨࠆК: ᒳ่ᄬཱུज़೛ी‫ݤ‬ೕጄϷှᇥ[14]‫ڙ‬ᓸަϐቨࠆКज़‫ ߄(ڋ‬4.5-1): b tc. 34. (35-2 u1.4 cm) 1.4 cm. 23 Opd. 45 3.269. 24.89. (༟‫܄‬೛ीᘐय़).

(61) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. ᔠਡࢊӧఉࢊဎ݈Ҭ཮୔୊Κமࡋ: ᒳ่ᄬཱུज़೛ी‫ݤ‬ೕጄϷှᇥ[14] 13.6.2 I Vn. I 0.6Fy d c t p. I ¦ Mp. 0.9 u 0.6 u 320 u 350 u 2 u 14 1693 kN. 0.9 u 5.304 u 108. ჹᔈ୊ᔈΚ V. 477.4 kNm. I ¦ Mp d. V 1404.1 kN d I Vn. 477.4 u103 340. 1693 kN. 1404.1 kN. O.K.. ᔠਡࢊӧఉࢊဎ݈Ҭ཮୔ϐࠆࡋ t z : ᒳ่ᄬཱུज़೛ी‫ݤ‬ೕጄϷှᇥ[14] 13.6.2 tz. 14 mm !. dz w z 90. (d-2t f ) (d c -2t p ) 90. (340-2 u 14) (350-2 u14) 90. 7.04 mm. c. ᔠਡமࢊ১ఉచҹ ᒳ่ᄬཱུज़೛ी‫ݤ‬ೕጄϷှᇥ[14] 13.6.5. ¦ Z (F - P /A) ! 1.25 , ¦Z F c. y. u. b y. Pu ٩่ᄬϩ‫܌݋‬ளॶीᆉ A. ҁ၂ᡍؒԖуၩືΚǴ‫ߥڗ‬Ӻॶ. ¦ Z (F -P /A) ¦Z F c. y. u. b y. Pu A. 0.1Fy. 0.1u 320 32 MPa. 2.37 u 106 u (320-0.1u 320) 1.287 ! 1.25 1.36 u106 u 390. O.K.. 35.

(62) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. 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 ຯఉᆄ x ຯᚆཱུज़‫܍‬ၩΚΠ(ఉၲ‫ډ‬༟‫)ં៻܄‬ϐ៻ંࣁ: M(x). § 2x · M p ¨1- ¸ © L¹. ё‫؃‬ளҞ኱୔ଆ‫ۈ‬ᗺ (b ᗺ) ᆶಖᗺ (c ᗺ) ϐ៻ંϩձࣁ: Mb. 2 u150 · § 530.4 u ¨1¸ © 3000-350 ¹. 470.4 kNm. Mc. 2 u 320 · § 530.4 u ¨1¸ © 3000-350 ¹. 402.3 kNm. 36.

(63) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. Ϫߺೀ(ຯఉᆄ x ຯᚆ)ఉᘐय़ϐ༟‫܄‬ኳኧёаΠԄ߄Ңϐ: Z(x). d b(x)t f (d-t f ) ( -t f ) 2 t w 2. Z(x). b(x) u14 u (340-14) (. Z(x). 4564 u b(x) 219024. 340 -14) 2 u 9 2. ࣁዴߥϪߺҞ኱୔ૈၲ‫ډ‬फ़ҷǴஒఉϐ៻ંఊࡋӆ‫ש‬෧ 10%ϐᘐ य़மࡋǴ߾Ҟ኱୔ϐఉ༟‫܄‬ኳኧࣁ: Z(x). 0.9M(x) Fy. ճҔ M(x) ‫ ک‬Z(x) ‫ٿ‬Ԅёϩձ‫؃‬ளҞ኱ଆ‫ۈ‬ᗺᆶಖᗺϐఉᖀ݈ቨࡋ ࣁ:. bb. bc. ª 0.9 u 470.4 u 106 º -219024 » « 390 ¬ ¼ 4564 ª 0.9 u 402.3 u 106 º -219024 » « 390 ¬ ¼ 4564. ᔠਡനλᘐय़ೀϐ. Zc Z. 189.9 mm ‫ ڗ‬190 mm (ଆ‫ۈ‬ᗺ). 155.4 mm ‫ ڗ‬160 mm (ಖᗺ). 4564 u 160 219024 1.36 u106. 70% O.K.. e. ఉࢊௗӝ೛ी ҁࣴ‫ز‬ᒳମᄬࢎఉࢊௗᓐ௦Ҕ໺಍ᖀ݈ӄᅖ೸᎗ဎ݈ਵௗǴ٠٬Ҕ ෧১БԄஒ༟ላ౽ᚆࢊय़Ƕఉဎ݈а୊Κᒳ݈Ϸ 4 Ѝ JIS F10T M20 ଯமࡋᖥਵ‫܍‬ᓸௗӝǴୖԵᒳ่ᄬ೛ीЋнཱུज़೛ी‫ ݤ‬LSD[15] 5.6.3.2 (೛ी୊ᔈΚ I Fv 3.75 tf/cm 2 )Ǵ‫؂‬Ѝё‫ל‬୊ 115.7 kN (11.8. tf)Ǵ୊Κᒳ݈ࠆ 12 mmǶ Եቾఉ‫ٿ‬ᆄϪߺᘐय़ 1.25 ७༟‫ં៻܄‬ϐఉ୊Κࣁ :. 37.

(64) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. V 1.25 u. 470.4 u 2 2.65. 443.8 kN (45.2 tf) < 115.7 u 4=462.8 kN (47.2 tf) O.K.. Եቾఉᆄၲ༟‫ࡕં៻܄‬ఉ୊Κࣁ : V. 530.4 u 2 2.65. 400.3 kN (40.8 tf) < 115.7 u 4=462.8 kN (47.2 tf) O.K.. (3) ߚ่ᄬ RC ᕅ೛ी ಃ 2 ǵ 3 ǵ 4 ০၂ᡏ֖֡Ԗ 100 mm ࠆ RC ᕅǴଛ࿼Нѳǵ ࠟ‫ޔ‬ᒳโໆࣁ 0.00268 ϐൂቫโǴᕅᡏଛโӵკ 3-9 ‫܌‬ҢǴኳ ᔕߚ่ᄬ RC ᕅ༤к‫ܭ‬໧‫៻ל܄‬ᄬࢎϐύǴᅈ‫ى‬΋૓ᕅा‫؃‬Ǵ ՠό಄่ᄬᕅा‫ൂ ( ؃‬ቫଛโ )Ƕಃ 2 ০၂ᡏኳᔕᒳମᄬࢎϣ֖ ౜൑዆࿼ߚ่ᄬ RC ᕅǴᒳମа୊Κଝᆶᕅ࣬ௗ໺ሀ୊ΚǴ୊ Κଝߏࡋஒε‫ ܭ‬4 ७୊Κଝ‫ޔ‬৩а಄ӝೕጄा‫؃‬ǶӢ҂բ੝ਸ ೀ౛Ǵ֖ᕅᄬࢎ᏾ᡏ୊Κமࡋ཮ε൯ගଯǴಉ՗ᕅᡏҁ‫ي‬ϐന ε୊Κமࡋऊ 80 tf Կ 90 tf ǴӢᕅᡏࠆࡋλЪࣁൂቫଛโǴ՗ ी໧‫܄‬ஒ཮ό‫ى‬Ƕ a. ᔠਡᒳโషᏉβᕅ‫ל‬୊மࡋ: Vmin.. 1.6 u 210 u 10 u 265 /1000 61.4 tonf. Vmax.. 2.67 u 210 u 10 u 265 /1000 102.5 tonf. 602 kN 1006 kN. ٩Ᏽ࿶ᡍϦԄ [18]ϐ΢Πज़ѳ֡ॶऊࣁ 82 tfǴࡺಉ՗ჴᕅᕅ ᡏё‫܍‬ᏼϐനε୊Κமࡋऊ 80 tf Կ 90 tf Ƕ b. ᔠਡᒳโషᏉβᕅय़Ѧ‫܌‬ሡமࡋ: ᙁϯ॥Κ (240 kgf/m 2 ) ‫܈‬Ӧ᎜Κ (1G) բҔӧᕅύѧ :. 38.

(65) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. PEQ. 1.0 u 2.4 u 0.1u 2.12 0.51 tf. PW. 0.24 u 2.12 0.51 tf. M. 0.51u 2.12 / 2 0.54 tf-m. ( а 1 m ቨ೛ी ). U. 0.00268. a=. 0.00268 u 100 u10 u 4000 0.85 u 210 u100. Mn. ( а 1 m ቨ೛ी ). U min Ub. E1 0.85 0.60. ( а 1 m ቨ೛ी ). a 0.6 ) As f y (d ) 0.00268 u100 u10 u 4000 u (5 2 2 50384 kgf-cm=0.50 tf-m < 0.51 tf-m (N.G.). аᝌᖉԄᕅ‫לܢ‬य़ѦୁΚัԖό‫ى‬Ǵࡺ‫ܭ‬ᕅ΢ᆄу‫ف‬ᒳϷ ᖥਵ‫לܢ‬୊Κ : ( ௦Ҕ 13mm Bolt) ᖥਵ୊Κ Vu. 0.51u 2.65 112.6 kgf 2u6. ᖥਵ܎Κ Pu 112.6 u 2 225.2 kgf ᖥਵཱུज़܎ᔈΚ Ft. 2400 9602 123.62 960. 2380 kgf/cm 2. ? Vu 0.65 u 960 u 0.91 568 kgf Pu 0.75 u 2380 u 0.91. 1624 kgf. (O.K.). კ 3-9 ᕅᡏଛโკ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 39.

(66) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ؕ‫ ڗ‬97 ԃࡋȨࡌᑐᄬࢎ֖ RC ᕅϐऐ᎜‫زࣴૈ܄‬ȩ[1] ࿶ ᡍϷ 98 ԃ 6 Д 2 Вಃ΋ԛ஑ৎ০ፋ཮‫ہ‬঩ࡌ᝼Ǵ SASU ၂ᡏ ᕅΒୁஒаኲᒳᇙԋྖኲǴаዴߥ႖ᕳᕅϐᛙ‫܄ۓ‬ᆶ΋ठ‫܄‬Ƕ. SASZ ၂ᡏа Z ӷࠠ႖ᕳೀ౛Ǵёၲ‫ֹډ‬ӄ႖ᚆᕅᡏ‫ޑ‬Ҟ‫ޑ‬Ƕ ‫ٿ‬Ѝ႖ᕳᕅ၂ᡏಒ೽ೀ౛ӵკ 3-10 ‫܌‬ҢǴऩᕳቨၸεǴ ࣁٛጄᅅНǴ႖ᕳಒ೽ೀ౛ஒၨፄᚇǴऩᕳቨό‫ى‬Ǵᕅჹᄬࢎ ϝ཮Ԗᡉ๱ቹៜǶҁࣴ‫ࣁز‬٬၂ᡍёϸᔈрᕅᆶᄬࢎௗ᝻ࡕϐ ՉࣁǴЪዴߥᄬࢎफ़ҷ߻ᕅόᆶᄬࢎௗ᝻Ǵ႖ᕳቨࡋ೛ीࣁᕅ ଯϐ 1.5% ( 2120 u1.5% 31.8 mm)ǴԵቾ༤ᕳ‫֎཮׷‬ԏ೽ϩቨࡋ ቹៜǴനࡕ،‫ۓ‬ᕳቨ೛ीࣁ 35 mmǶႣीё֎ԏቫ໔ᡂ‫ ׎‬1.5% а΢Ǵዴߥ 475 ԃӣᘜයϐ೛ीӦ᎜ΚբҔΠǴ֖ᕅᄬࢎૈᆢ ࡭પᒳମᄬࢎϐՉࣁǴफ़եࡌᑐ‫ނ‬ϐӦ᎜ϸᔈǶӧᕅഗ‫ف‬໛ೀ Եቾၨεቫ໔ᡂՏౢғ࿘ናǴНѳϷࠟ‫ٿޔ‬ӛ֡ଛ࿼ D10 ‫ف‬ ໛ံமโǴӵკ 3-9 ‫܌‬ҢǶࣁᗉխय़Ѧᡂ‫׎‬Ǵନ‫ୁٿ‬аኲᒳ‫܈‬. Z ‫׎‬ᒳ݈ೀ౛Ǵఉۭӆ೛࿼΋ჹ‫ف‬ᒳ‫ڋ״‬Ǵᗉխ༟‫܄‬໘ࢤϐय़ Ѧᡂ‫׎‬Ǵӵკ 3-11 ‫܌‬ҢǶ. კ 3-10 ႖ᕳ೛ी (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 40.

(67) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. SECTION. E-E. კ 3-11 ႖ᕳᕅᕅഗ೛ी (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 41.

(68) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ಃΟ࿯ʳ ၂ᡏᇙբ ၂ᡏᇙբёϩࣁΒ໘ࢤ: (1)ӧᒳମуπቷϣ຾Չᒳମᄬࢎಔ ҥǴ୷০ᒳโ᠈࿹ಎǵᕅ‫ޔ‬ҥᒳโಔҥǵᒳኳಔҥϷ୷০షᏉβ዆ ࿼Ƕ(2)ஒ၂ᡏӖၮԿ၂ᡍ࠻ǴᝩԶֹԋᕅโಔҥǴᒳମϷᒳโᗹ ຠᔈᡂीǴᕅኳ݈ಔҥǴᕅᡏషᏉβ዆࿼Ǵ‫ܨ‬ኳࡕֹԋ၂ᡏᇙբǴ аΠଞჹӚಒ໨уа၁ॊǺ (1) ಃ΋໘ࢤ: ᒳମуπಔҥǺҁࣴ‫ز‬ᒳମπำ‫ૼہ‬ᗶ๥ᐒఓԖज़Ϧљуπ ಔҥǴᒳମᄬࢎಒ೽೛ीӵკ 3-12 ‫܌‬ҢǶᒳఉ‫ٿ‬ᆄຯఉࢊҬࣚय़. 100 mm ೀ଺Ϫߺೀ౛ǴᒳࢊҗѤТᒳ݈ಔҥԶԋጃࠠࢊǴᄬࢎಔ ҥֹԋࡕӆ෌ౌ୊ΚଝϷ SASZ ‫ ک‬SASU ‫ٿ‬၂ᡏ႖ᕳ‫܌‬ሡϐᒳᆅ‫܈‬ ኲᒳǴ‫؂‬০၂ᡏΒЍࢊဌӚౌௗ΋ಔёፓ᏾ଯࡋۭ০ǴаߡᆒዴӦ ፓ᏾ᄬࢎଯࡋϷࠟ‫ࡋޔ‬ǴᒳᄬֹԋྣТӵკ 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 ኳᔕኴ‫ࡋࠆހ‬Ǵᕅࠟ‫ޔ‬ᒳโۭ೽೛Ԗ៻ႋǴໆෳ‫ۓ‬Տࡕ ‫ޔ‬ҥ‫୷ܭ‬০ᒳఉ΢Ƕӕਔ຾Չ୷০ᒳኳಔҥӵკ 3-15 ‫܌‬ҢǶ. 42.

(69) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. კ 3-12 ᒳᄬಒ೽೛ीკ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ). 43.

(70) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. კ 3-13 ᒳᄬֹԋྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ). კ 3-14 ୷০ᒳโֹπྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ) 44.

(71) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. კ 3-15 ୷০ᒳኳྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ). კ 3-16 ୷০షᏉβ዆࿼ֹԋྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ) 45.

(72) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ୷০షᏉβ዆࿼Ǻ୷০௦Ҕமࡋ 280 kgf/cm2 ଯࢬ୏Ⴃ܏షᏉ βǴ΋Ѝ୷০షᏉβໆऊ 2.5 m3ǴႣ܏ً܏ӝϐషᏉβໆ࡞ӳ΋ԛ ዆࿼‫ٿ‬Ѝ୷০ǴషᏉβ዆࿼ֹԋྣТӵკ 3-16 ‫܌‬ҢǶ (2) ಃΒ໘ࢤ: ୷০షᏉβமࡋၲ‫ ډ‬20.7 MPa (210 kgf/cm2)ࡕǴ၂ᡏҔեۭ ዬεࠠ‫ً݈ܦ‬ӖၮԿ၂ᡍ࠻Ǵ‫ځ‬ύΟ০ӆ຾Չ΢೽ RC ᕅᇙբǴӵ კ 3-17 ‫܌‬ҢǶ२ӃᗹຠᔈᡂीǴӆֹԋᕅᡏНѳโ࿹ಎǶ ᗹຠᔈᡂीǺ٬ҔВҁ TML Ϧљᇙ೷‫ޑ‬ᔈᡂीǴࠠဦࣁǺ. FLA-5-11-3LǴᔈᡂी߯ኧࣁ 2.12±1ʘǴႝߔॶࣁ 120 (ኻ‫)ۅ‬Ƕа Ћ࡭ࣳ፺ᐒஒᒳโԮ࿯ಉᑃǵಒᑃᑃѳϷյӀࡕǴаπ཰ଚᆒஒූ ᎩԮ࿯΢ϐ៓৕ᔔ࡬ଳృǴӆ٬Ҕ TML ғౢ‫ז‬ଳᏊ(ࠠဦࣁǺCN) ຾ՉᔈᡂीᗹຠǴ‫ז‬ଳᏊᏉ‫ࡕڰ‬Ǵӆа 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 αǴࡑឲዀֹԋӆҔคԏᕭН‫ࣳݝ‬ዀံԿᕅഗǶኳ݈ಔҥӕਔǴႣ শໆෳՏ౽ी‫܌‬ሡᖥఎǴឲዀྣТӵკ 3-19 ‫܌‬ҢǶឲዀӕਔᒿᐒ ‫ڗ‬ኬᇙբ 12 Ѝ 150 mmI u 300 mm ‫ל‬ᓸ༝ࢊ၂ᡏӵკ 3-20 ‫܌‬ҢǴ ٠࿼‫ܭ‬၂ᡏ਒࣬ӕᕉნᎦៈаଓᙫᕅᡏமࡋǶ. 46.

(73) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. კ 3-17 ၂ᡍ࠻຾ՉуπྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ). კ 3-18 ᔈᡂीᗹຠֹԋྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ) 47.

(74) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. კ 3-19 ᕅឲዀࡼπྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ). კ 3-20 ‫ל‬ᓸ༝ࢊ၂ᡏྣТ (ၗ਑ٰྍ: ҁࣴ‫ܡز‬ឪ) 48.

(75) ಃΟക!၂ᡏྗഢᆶ၂ᡍБ‫!ݤ‬. ಃѤ࿯ʳ ၂ᡏթ࿼ ҁीฝ‫ܭ‬ϣࡹ೽ࡌᑐࣴ‫ࡌ܌ز‬ᑐ‫׷‬਑ჴᡍ࠻ϸΚᕅ୔Ǵ а౜Ԗ 2000 kN ‫ݨ‬ᓸ‫୏ڋ‬Ꮤࡼу՟ᓉΚϸൺၩख़ෳ၂ᒳମ໧ ‫៻ל܄‬ᄬࢎϣ֖ߚ่ᄬ RC ჴᕅǵ႖ᕳᕅǴኳᔕᄬࢎ‫ܭ‬Ӧ᎜ϸ ᔈύϐቫ໔ᡂ‫׎‬ՉࣁǶ ଛӝ౜Ԗ 2000 kN ‫ݨ‬ᓸ‫୏ڋ‬ᏔፂำᆶӦ݈Ⴃ੮ϾՏ࿼Ǵ ҁࣴ‫ز‬ϐ၂ᡍթ೛ҥय़Ϸѳय़ӵკ 3-21 ‫܌‬ҢǴ၂ᡏа΋ᚈᒳ ᄬϸΚ০Ϸ 14 Ѝ 50 mm ‫ޔ‬৩ϐႣΚᒳ෇ࡼуႣΚ‫ܭᙹڰ‬மΚ Ӧ݈΢Ǵ‫ݨ‬ᓸ‫୏ڋ‬Ꮤа֨࡭‫ڀ‬ႄՐఉ‫ٿ‬ᆄࡼуՏ౽௓‫ڋ‬ϐϸൺ ၩख़Ǵॐ٬ᕅᡏ‫ࠄڙ܍‬чӛቫ໔࣬ჹᡂ‫׎‬Ǵᢀෳ‫ځ‬໒຋ᆶઇཞ ՉࣁǴӕਔճҔՋୁϸΚᕅࢎ೛य़ѦୁኖǴ၀ᒳᄬୁኖග‫ٮ‬΋ ྖ୏Ѝ‫܍‬य़Ǵ໻৒೚ᄬࢎࠄчБӛय़ϣᡂ‫׎‬Ǵ‫ڋ״‬य़Ѧᡂ‫׎‬Ǵ ёᗉխӧεቫ໔ᡂՏਔ၂ᡏౢғ‫ס‬ᙯԶค‫ݤ‬၂ᡍǶ. 2000 kN ᚈ୏‫ݨ‬ᓸ‫୏ڋ‬Ꮤ‫ୁࠄܭᙹڰ‬ϸΚᕅ΢ǴࡼΚύЈ ጕຯӦय़ 3000 mm Ǵ၂ᡏа 14 ਥ 50 mm I ႣΚᒳ෇ஒ၂ᡏ୷ ০ᆶமΚӦ݈ਵᆙǴ‫؂‬ਥࡼуႣΚऊ 1000 kNǴᕴी 14000 kNǴ ४а 0.85 ႣΚཞѨӆ४аߥӺነᔔ߯ኧ 0.2 ฻‫ ܭ‬2380 kNǴε ‫ܭ‬Нѳ௢Κനε 2000 kNǶ၂ᡏ୷ᘵࠄч‫ٿ‬ᆄӆа‫ঁٿ‬ᒳᄬϸ Κ০֨ՐǴ‫ٿ‬ϸΚ০Ӛа 4 ਥႣΚᒳ෇‫؂‬ਥࡼуႣΚ 1000 kN ‫ܭᙹڰ‬மΚӦ݈Ǵ၂ᡏ୷০ᆶϸΚ০໔ሜа 350 kgf/cm2 ҡᆯ ༤ᅈǴаዴߥ୷ᘵᆶமΚӦ݈ค࣬ჹྖ౽Ƕ. 49.

(76) ᒳମᄬࢎ֖ߚ่ᄬ RC ᕅϐऐ᎜‫زࣴૈ܄‬. ၂ᡏᒳโషᏉβ୷০ࣁቨࡋ 800 mm ుࡋ 710 mm ϐখ ᡏǴዴߥᒳࢊᗕ‫ؼۓ‬ӳᆶ၂ᡏόྖ౽ǶጃࠠᒳࢊύЈၠࡋ 3000. mm ߯ଛӝ‫୏ڋ‬ᏔፂำᆶமΚӦ݈ϾՏǴࢊύЈጕ҅ӳ০ပ‫ܭ‬ ӦΠ࠻Ѝ‫܍‬ᕅ΢Ǵё٬ࢊືΚ‫ޔ‬ௗ໺ሀԿЍ‫܍‬ᕅ΢ǴᗉխமΚ Ӧ݈ౢғኙԔǶᕅృଯ 2120 mm ృቨ 2650 mm ᕅࠆ 100 mm Ǵ ଯቨКࣁ 0.8 Ƕ. კ 3-21 ၂ᡍթ࿼ҥय़კϷѳय़კ (ၗ਑ٰྍ: ҁࣴ‫ز‬ᛤᇙ) ‫୏ڋ‬Ꮤ߻ᆄላ০ೱௗᒳᄬ֨࡭‫ڀ‬ഗՐᄬࢎѦ՜ఉǴᇻᆄ аќ΋ಔᒳᄬ֨࡭‫ऀڀ‬ᖥદᒳ෇ࡼуϿ೚ႣΚ֨Ր၂ᡏ٠ೱ ௗ‫୏ڋ‬ᏔǴ٬‫୏ڋ‬Ꮤёࡼу௢܎Κ‫ܭ‬ఉύЈጕǴаϸൺၩख़ኳ. 50.