1. 規範中建議含液態黏性阻尼裝置構架阻尼係數之估算方法，由上章表 4-11 中得知，X 方向之阻尼裝置消能效果較 Y 方向佳，其規範估算方式僅能對 於第一振態 X 方向做最佳化之估算。建議後續是否可以由其它方式或理論 求取第二模態 Y 方向之阻尼裝置最佳之估算方法。
2. 由上章側推分析結果表示液態黏性阻尼裝置構架還有調整的空間，因此建議 於構架安裝液態黏性阻尼裝置之設計時，其梁、柱構件尺寸亦可適當調整，
以達到更大經濟成本效益。
參考文獻 參考文獻 參考文獻 參考文獻
1. Yao, J.T.P., “Concept of Structural Control.” Journal of the structural division, ASCE, Vol. 98, No. ST7, 1972, pp.1567-1574.
2. Soong, T.T., and Dargush, G.F., “Passive Energy Dissipation Systems in Structural Engineering.” John Wiley & Sons, New York, 1997.
3. “建築物耐震設計規範及解說“，內政部營建署，民國 95 年 1 月。
4. Constantinou, M.C. and Symans, M.D., “Experimental and Analytical Investigation of Seismic Response of Structures with Supplemental Fluid Viscous Dampers.” Report No. NCEER-92-0032, National Center for Earthquake Engineering Research, Buffalo, New York, 1992.
5. Soong, T.T, and Constantinou, M.C., Passive and Active Structure Vibration Control in Civil Engineering, Springer-Verlag, New York, 1994.
6. FEMA, NEHRP Guidelines and Commentary for the Seismic Rehabilitation of Buildings, Report No. 273 and 274, Washington, D.C., 1997.
7. FEMA, NEHRP Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Report No. 356 and 357, Washington, D.C., 2000.
8. FEMA, NEHRP Recommended Provisions for the Seismic Regulations of New Buildings, Report No. 368 and 369, Washington, D.C., 2000.
9. Raggett, J.D., “Estimating Damping of Real Structures.” Journal of the structural division, Sept., 1975.
10. Chopra, Anil K., “Dynamics of Structures.” Prentice-Hall, New Jersey, 1995.
11. Ramirez, O.M., Constantinou, M.C., Kircher, C.A., Whittaker, A., Johnson, M.
and Gomez, J.D., “Development and Evaluation of Simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems.”
Engineering Research, University of Buffalo, State University of New York, Buffalo, N.Y., 2000.
12. 黃震興、黃尹男，“使用線性黏性阻尼器建築結構之耐震試驗與分析“，國家 地震工程研究中心報告 NCREE-01-022，2001。
13. 黃震興、黃尹男、洪雅慧，“含非線性黏性阻尼器建築結構之減震試驗與分 析“，國家地震工程研究中心報告 NCREE-02-020，2002。
14. Seleemah, A.A. and Constnatinou, M.C., “Investigation of Seismic Response of Buildings with Linear and Nonlinear Fluid Viscous Dampers.” Report No.
MCEER-97-0004, National Center for Earthquake Engineering Research, Buffalo, New York, 1997.
15. Fu, Yaomin and Kasai, Kazuhiko, “Comparative Study of Frames Using Viscoelastic and Viscous Dampers.” Journal of Structural Engineering, ASCE, vol.124, No.5, 1998, pp.513-522.
16. Raggett, J.D., “Estimating Damping of Real Structures.” Journal of Structural division, Sept, 1975.
17. Chai, J. F., Loh, C. H., “Modeling of Phase Spectrum to Simulate Design Ground Motions.” Journal of the Chinese Institute of Engineers, Vol. 25, No. 4, 2002, pp.447-459.
18. ATC-40, “Seismic Evaluation and Retrofit of Concrete Building.” Vol. 1, Applied Technology Council, Redwood City, California, 1996.
19. Freeman, S.A., Nicoletti, J.P., and Tyrell, J.V., “Evaluations of Existing Buildings for Seismic Risk- A Case Study of Puget Sound Naval Shipyard, Bremerton, Washington.” Proceeding of 1st U.S. National Conference on Earthquake Engineering, EERI, Berkeley, 1975, pp.113-122.
20. Mahaney, J.A., Paret, T. F., Kehoe, B.E., and Freeman S.A., “The Capacity Spectrum Method for Evaluating Structural Response During the Loma Prieta
Earthquake.” Proceedings of National Earthquake Conference, 1993.
21. Chopra, Anil K., “Dynamics of Structures-Theory and Applications to Earthquake Engineering.” Prentice Hall, Inc., Englewood Cliffs, New Jersey, 1995.
22. “ 鋼 筋 混 凝 土 建 築 物 耐 震 能 力 評 估 手 冊 － 視 窗 化 視 窗 化 輔 助 分 析 系 統 SERCB Win2008“，內政部，民國 98 年 3 月。
23. 謝東軒，“含位移型阻尼器之鋼筋混凝土房屋結構系統動力行為案例探討“，
中華大學，民國 99 年 8 月。
24. 王嘉璿，“被動式磁流變阻尼器之設計“，國立成功大學，民國 97 年 6 月。
附錄 附錄 附錄
附錄 A 原始地震力計算 原始地震力計算 原始地震力計算 原始地震力計算
==================
輸入參數資料
==================
屋突樓層數 (NP)： 2 地面樓層數 (NF)： 14 地下樓層數 (NB)： 0 用途係數 (I)： 1 分析模式 ：靜力分析 地盤種類 ：第二類地盤 震區短週期水平譜加速度係數 (SsD)： 0.700 (SsM)： 0.900 震區 1 秒週期水平譜加速度係數(S1D)： 0.400 (S1M)： 0.500 工址設計水平譜加速度係數 (SDs)： 0.700 (SD1)： 0.520 工址最大水平譜加速度係數 (SMs)： 0.900 (SM1)： 0.550 設計地震近斷層調整因子 NA： 1.00 NV： 1.00 最大考量地震近斷層調整因子 NAM： 1.00 NVM： 1.00 短週期與中週期分界點 (T0D)： 0.743 (T0M)： 0.611 起始降伏地震力放大倍數 ： 1.50 地面建物總高(不含屋突) (HnF)： 46.65
Level Height Weight
======================================
P2F 3.00 104.31 P1F 3.00 155.93 ---
RF 3.30 582.14 14F 3.30 658.20 13F 3.30 662.81
12F 3.30 667.40 11F 3.25 663.61 10F 3.25 696.65 9F 3.25 701.50 8F 3.25 701.49 7F 3.25 706.65 6F 3.25 711.80 5F 3.25 711.80 4F 3.25 748.21 3F 3.25 783.91 2F 4.20 790.80 ---
2F 4.20 790.80 ---
==================
設計參數計算
==================
結構系統種類 ：鋼筋混凝土 韌性容量 (R)： 4.00 容許韌性容量 (Ra)： 3.00 建物靜力基本震動周期 (Ts)： 1.250 動力基本震動周期 (Td)： 1.500 周期上限係數 (Cu)： 1.200 設計用基本震動周期 (T)： 1.250
計算設計地震力 V 之參數：
設計水平譜加速度係數 (SaD)： 0.416 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.139 計算中小度地震設計地震力 V* 之參數：
設計水平譜加速度係數 (SaD)： 0.416 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.139 計算最大考量地震設計地震力 VM 之參數：
設計水平譜加速度係數 (SaM)： 0.440 地震力折減係數 (FuM)： 4.000 [(SaM/FuM)m]： 0.110
計算層間位移角及建物間隔之參數：
基本震動周期 (T)： 1.500 設計水平譜加速度係數 (SaD)： 0.347 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.116 結構系統容許韌性容量 (Ra*)： 3.000
==================
設計結果輸出
==================
設計水平地震力：
V= 663.70 V*= 663.70 Vm= 526.49 used V= 663.70
Level Height Elevation Weight Force
===============================================================
P2F 3.00 6.00 104.31 27.00 P1F 3.00 3.00 155.93 20.18 ---
(SUM) 260.24 47.17 ---
(Ft= 58.05) ---
RF 3.30 46.65 582.14 105.52 14F 3.30 43.35 658.20 68.72 13F 3.30 40.05 662.81 63.94 12F 3.30 36.75 667.40 59.07 11F 3.25 33.45 663.61 53.46 10F 3.25 30.20 696.65 50.67 9F 3.25 26.95 701.50 45.53 8F 3.25 23.70 701.49 40.04 7F 3.25 20.45 706.65 34.81 6F 3.25 17.20 711.80 29.49 5F 3.25 13.95 711.80 23.92 4F 3.25 10.70 748.21 19.28 3F 3.25 7.45 783.91 14.07 2F 4.20 4.20 790.80 8.00 ---
(SUM) 9786.97 616.53 ---
---
(SUM) 0.00 0.00 ---
==============================
計算層間位移用水平地震力
==============================
V= 995.55
容許層間位移角放大倍數(根據設計地震力分析結果) ：1.5000 設計地震力下之容許層間位移角 ：0.0033 建物間隔所需之位移放大倍數(根據設計地震力分析結果)：3.7800
========================
設計垂直地震力計算
========================
T ：1.250 SaDv：0.208
T/10：0.125 Fuv ：1.769 (SaDv/Fuv)m：0.118 Kz：0.0560 T/15：0.083 Fuv ：1.513 (SaDv/Fuv)m：0.138 Kz：0.0655
建議使用垂直地震力係數(Kz)：0.0655
附錄 附錄 附錄
附錄 B 高阻尼比地震力計算 高阻尼比地震力計算 高阻尼比地震力計算 高阻尼比地震力計算
==================
輸入參數資料
==================
屋突樓層數 (NP)： 2 地面樓層數 (NF)： 14 地下樓層數 (NB)： 0 用途係數 (I)： 1 分析模式 ：動力分析 有效阻尼比 ： 0.13 阻尼修正係數 (BS)： 1.411 (B1)： 1.325 地盤種類 ：第二類地盤 震區短週期水平譜加速度係數 (SsD)： 0.700 震區 1 秒週期水平譜加速度係數(S1D)： 0.400 工址設計水平譜加速度係數 (SDs)： 0.700 (SD1)： 0.520 設計地震近斷層調整因子 NA： 1.00 NV： 1.00 短週期與中週期分界點 (T0)： 0.791 起始降伏地震力放大倍數 ： 1.50 地面建物總高(不含屋突) (HnF)： 46.65
Level Height Weight
======================================
P2F 3.00 104.31 P1F 3.00 155.93 ---
RF 3.30 582.14 14F 3.30 658.20 13F 3.30 662.81 12F 3.30 667.40 11F 3.25 663.61 10F 3.25 696.65 9F 3.25 701.50
8F 3.25 701.49 7F 3.25 706.65 6F 3.25 711.80 5F 3.25 711.80 4F 3.25 748.21 3F 3.25 783.91 2F 4.20 790.80 ---
2F 4.20 790.80 ---
==================
設計參數計算
==================
結構系統種類 ：鋼筋混凝土 韌性容量 (R)： 4.00 容許韌性容量 (Ra)： 3.00 建物靜力基本震動周期 (Ts)： 1.250 動力基本震動周期 (Td)： 0.000 周期上限係數 (Cu)： 1.200 設計用基本震動周期 (T)： 1.250
計算設計地震力 V 之參數：
設計水平譜加速度係數 (SaD)： 0.314 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.105 計算中小度地震設計地震力 V* 之參數：
設計水平譜加速度係數 (SaD)： 0.314 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.105 計算層間位移角及建物間隔之參數：
基本震動周期 (T)： 1.250 設計水平譜加速度係數 (SaD)： 0.314 地震力折減係數 (Fu)： 3.000 [(SaD/Fu)m]： 0.105 結構系統容許韌性容量 (Ra*)： 3.000
==================
設計結果輸出
==================
設計水平地震力：
V= 500.91 V*= 500.91 used V= 500.91
Level Height Elevation Weight Force
===============================================================
P2F 3.00 6.00 104.31 20.37 P1F 3.00 3.00 155.93 15.23 ---
(SUM) 260.24 35.60 ---
(Ft= 43.81) ---
RF 3.30 46.65 582.14 79.64 14F 3.30 43.35 658.20 51.87 13F 3.30 40.05 662.81 48.25 12F 3.30 36.75 667.40 44.58 11F 3.25 33.45 663.61 40.35 10F 3.25 30.20 696.65 38.24 9F 3.25 26.95 701.50 34.37 8F 3.25 23.70 701.49 30.22 7F 3.25 20.45 706.65 26.27 6F 3.25 17.20 711.80 22.25 5F 3.25 13.95 711.80 18.05 4F 3.25 10.70 748.21 14.55 3F 3.25 7.45 783.91 10.62 2F 4.20 4.20 790.80 6.04 ---
(SUM) 9786.97 465.30 ---
---
(SUM) 0.00 0.00 ---
==============================
計算層間位移用水平地震力
==============================
V= 751.36
容許層間位移角放大倍數(根據設計地震力分析結果) ：1.5000 設計地震力下之容許層間位移角 ：0.0033 建物間隔所需之位移放大倍數(根據設計地震力分析結果)：3.7800
========================
設計垂直地震力計算
========================
T ：1.250 SaDv：0.157
T/10：0.125 Fuv ：1.769 (SaDv/Fuv)m：0.089 Kz：0.0423 T/15：0.083 Fuv ：1.513 (SaDv/Fuv)m：0.104 Kz：0.0494
建議使用垂直地震力係數(Kz)：0.0494
附錄 附錄 附錄
附錄 C 原始空構架梁柱配筋資料 原始空構架梁柱配筋資料 原始空構架梁柱配筋資料 原始空構架梁柱配筋資料
（a） 梁構件配筋資料
---|---|---|--- RF-RF | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 5 3 5| 5 3 5| 5 3 5 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s20 s10|s10 s20 s10|s10 s20 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 6 3 7| 7 3 7| 7 3 6 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 3 6| 6 4 6| 6 3 6
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | B1 | B2 | B1
Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 4 10| 10 3 10| 10 4 10 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 9 4 9| 9 4 9| 9 4 9
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | B1 | B2 | B1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 4 10| 10 4 10| 10 4 10 | 3 0 3| 3 0 3| 3 0 3
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 10 4 10| 10 5 10| 10 4 10
#4 STR |d15 s10 d15|d15 s10 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | B1 | B2 | B1 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 11 4 11| 11 4 11| 11 4 11 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 8 4 8| 8 4 8| 8 4 8
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- P2F-P2F | B5 | B4 | B5 Size | 45.0x 50.0| 45.0x 50.0| 45.0x 50.0 Bay | 300.0 | 800.0 | 250.0
#8 TOP | 3 3 4| 4 3 4| 4 3 3 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s10 s10|s10 s20 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- P1F-P1F | B5 | B4 | B5 Size | 45.0x 50.0| 45.0x 50.0| 45.0x 50.0 Bay | 300.0 | 800.0 | 250.0
#8 TOP | 3 3 4| 4 3 5| 5 3 3 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |d10 d10 d10|s10 s20 s10|d10 d10 d10
#0 TOR | 0 | 0 | 0 ---|---|---|--- RF-RF | B3 | B4 | B3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 8 4 9| 9 3 8| 8 4 9 | 2 0 0| 0 0 2| 2 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 8 5| 5 4 6| 6 8 5
#4 STR |s10 s10 s10|s10 s15 s10|s10 s10 s10
#4 TOR | 2 | 0 | 2 ---|---|---|--- 14F-14F | B3 | B4 | B3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 3 4| 4 4 4| 4 3 4
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | B3 | B4 | B3
Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 3 9| 9 4 9| 9 3 9 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 4 6| 6 4 6| 6 4 6
#4 STR |s10 s10 s10|d10 s10 d10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | B3 | B4 | B3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 4 10| 10 5 10| 10 4 10 | 3 0 3| 3 0 3| 3 0 3
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 9 5 8| 8 5 9| 9 5 8
#4 STR |d15 s10 d15|d15 s10 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | B3 | B4 | B3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 4 10| 10 5 10| 10 4 10 | 3 0 4| 4 0 4| 4 0 3
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 9 5 9| 9 6 9| 9 5 9
#4 STR |d15 s10 d15|d15 d15 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | B3 | B4 | B3 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 11 4 10| 10 5 10| 10 4 11 | 0 0 2| 2 0 2| 2 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 7 4 8| 8 5 7| 7 4 8
#4 STR |s10 s10 s10|d15 s10 d15|s10 s10 s10
#0 TOR | 0 | 0 | 0
---|---|---|--- RF-RF | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 5 3 5| 5 3 5| 5 3 5 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s15 s10|s10 s20 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 7 3 7| 7 3 7| 7 3 7 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 3 4| 4 3 4| 4 3 4
#4 STR |s10 s15 s10|s10 s20 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 3 7| 7 3 7| 7 3 5
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | G1 | G2 | G1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 5 10| 10 3 10 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 8 4 10| 10 5 10| 10 4 8
#4 STR |s10 s10 s10|d15 s10 d15|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | G1 | G2 | G1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 5 10| 10 3 10 | 3 0 3| 3 0 3| 3 0 3
#8 BTM | 0 0 2| 2 0 2| 2 0 0 | 8 4 10| 10 5 10| 10 4 8
#4 STR |d15 s10 d15|d15 d15 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | G1 | G2 | G1 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 11 4 11| 11 5 11| 11 4 11 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 7 4 11| 11 5 11| 11 4 7
#4 STR |s10 s10 s10|d15 d15 d15|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---
P2F-P2F | G4 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- P1F-P1F | G4 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 4 3 4 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s15 s10
#0 TOR | 0
---|---|---|--- RF-RF | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 4 4| 4 3 4| 4 4 4
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 9 3 9| 9 3 9| 9 3 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 5| 5 3 5| 5 4 5
#4 STR |s10 s10 s10|s10 s15 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 9 3 9| 9 3 9| 9 3 9 | 3 0 3| 3 0 3| 3 0 3
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 4 6| 6 3 6| 6 4 6
#4 STR |d10 s10 d10|s10 s10 s10|d10 s10 d10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | G3 | G4 | G3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 4 10| 10 3 10 | 4 0 4| 4 0 4| 4 0 4
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 7 5 9| 9 4 9| 9 5 7
#4 STR |d15 d15 d15|d15 d15 d15|d15 d15 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | G3 | G4 | G3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 5 10| 10 3 10 | 4 0 4| 4 0 4| 4 0 4
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 8 5 10| 10 5 10| 10 5 8
#4 STR |d15 d15 d15|d15 d15 d15|d15 d15 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | G3 | G4 | G3 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 4 10| 10 5 10| 10 4 10 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 4 10| 10 5 10| 10 4 6
#4 STR |d15 s10 d15|d15 d15 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---
P2F-P1F | G5 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- RF-2F | J1
Size | 40.0x 65.0 Bay | 800.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 2 0 | 4 4 4
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- P2F-P1F | J2 Size | 40.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 3 5 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- RF-2F | J2 Size | 40.0x 60.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 4 5 4
#4 STR |s10 s20 s10
#0 TOR | 0
（b） 柱構件配筋資料
---|---|---|---|---|--- | C1 | C2 | C3 | C4 | C5 ---|---|---|---|---|--- P1F-P1F | | | | 65.0x 65.0| 60.0x 60.0 X-Y bar | | | |#8 5 - 5 |#8 4 - 4 b/c hoop | | | |1#4@10 |1#4@10 col hoop | | | |1#4@10-15 |1#4@10-15 ---|---|---|---|---|--- RF-RF | | | | 65.0x 65.0| 60.0x 60.0 X-Y bar | | | |#8 5 - 5 |#8 4 - 4 b/c hoop | | | |1#4@10 |1#4@10 col hoop | | | |1#4@10-15 |1#4@10-15 ---|---|---|---|---|--- 14F-14F | 70.0x 70.0| 70.0x 70.0| 70.0x 70.0| 70.0x 70.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 13F-13F | 70.0x 70.0| 70.0x 70.0| 70.0x 70.0| 70.0x 70.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 |
col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 12F-12F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 11F-11F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 10F-10F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 9F-9F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 8F-8F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 7F-7F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 6F-6F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 5F-5F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 4F-4F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 7 - 7 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 3F-3F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 7 - 7 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 2F-2F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 10 - 9 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 1F-1F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 8 - 7 |#8 8 - 9 |#8 8 - 7 |#8 13 -13 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 |
附錄 附錄 附錄
附錄 D 含阻尼器 含阻尼器 含阻尼器 含阻尼器構 構 構 構架梁柱配筋資料 架梁柱配筋資料 架梁柱配筋資料 架梁柱配筋資料
（a） 梁構件配筋資料
---|---|---|--- RF-RF | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 4 3 4| 4 3 4| 4 3 4 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s20 s10|s10 s20 s10|s10 s20 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 6 3 6| 6 3 6| 6 3 6 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s20 s10|s10 s20 s10|s10 s20 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | B1 | B2 | B1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 3 5| 5 3 5| 5 3 5
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | B1 | B2 | B1
Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 3 10| 10 3 10| 10 3 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 3 7| 7 3 6| 6 3 7
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | B1 | B2 | B1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 10 3 10| 10 3 10| 10 3 10 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 7 3 7| 7 4 7| 7 3 7
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | B1 | B2 | B1 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 4 9| 9 3 9| 9 4 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 4 6| 6 4 6| 6 4 6
#4 STR |s10 s15 s10|s10 s10 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- P2F-P2F | B5 | B4 | B5 Size | 45.0x 50.0| 45.0x 50.0| 45.0x 50.0 Bay | 300.0 | 800.0 | 250.0
#8 TOP | 3 3 3| 3 3 4| 4 3 3 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s10 s10|s10 s20 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- P1F-P1F | B5 | B4 | B5 Size | 45.0x 50.0| 45.0x 50.0| 45.0x 50.0 Bay | 300.0 | 800.0 | 250.0
#8 TOP | 3 3 4| 4 3 5| 5 3 3 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s10 s10|s10 s20 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- RF-RF | B3 | B4 | B3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 8 4 9| 9 3 8| 8 4 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 7 5| 5 4 4| 4 7 5
#4 STR |s10 s15 s10|s10 s20 s10|s10 s15 s10
#4 TOR | 2 | 0 | 2 ---|---|---|--- 14F-14F | B3 | B4 | B3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 7 3 7| 7 3 7| 7 3 7 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 3 4| 4 4 4| 4 3 4
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | B3 | B4 | B3
Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 3 9| 9 3 9| 9 3 9 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 5| 5 4 5| 5 4 5
#4 STR |s10 s10 s10|d10 s10 d10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | B3 | B4 | B3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 3 10| 10 4 9| 9 3 10 | 2 0 0| 0 0 2| 2 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 4 6| 6 4 6| 6 4 6
#4 STR |s10 s10 s10|d15 s10 d15|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | B3 | B4 | B3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 3 9| 9 4 9| 9 3 10 | 2 0 2| 2 0 2| 2 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 7 4 7| 7 5 7| 7 4 7
#4 STR |s10 s10 s10|d15 s10 d15|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | B3 | B4 | B3 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 800.0 | 800.0
#8 TOP | 9 3 10| 10 4 10| 10 3 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 5| 5 4 5| 5 4 5
#4 STR |s10 s15 s10|d15 s10 d15|s10 s15 s10
#0 TOR | 0 | 0 | 0
---|---|---|--- RF-RF | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 5 3 5| 5 3 5| 5 3 5 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s20 s10|s10 s20 s10|s10 s20 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 6 3 6| 6 3 6| 6 3 6 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 3 3 3| 3 3 3| 3 3 3
#4 STR |s10 s20 s10|s10 s20 s10|s10 s20 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | G1 | G2 | G1 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 3 5| 5 3 5| 5 3 4
#4 STR |s10 s15 s10|s10 s15 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | G1 | G2 | G1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 4 10| 10 3 10 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 3 7| 7 4 7| 7 3 5
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | G1 | G2 | G1 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 4 10| 10 3 10 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 6 3 9| 9 4 9| 9 3 6
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | G1 | G2 | G1 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 9 3 9| 9 4 9| 9 3 9 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 8| 8 4 8| 8 4 5
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---
P2F-P2F | G4 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- P1F-P1F | G4 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 4 3 4 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s20 s10
#0 TOR | 0
---|---|---|--- RF-RF | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 7 3 7| 7 3 7| 7 3 7 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 4 4| 4 3 4| 4 4 4
#4 STR |s10 s15 s10|s10 s20 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 14F-14F | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 4 4 4| 4 3 4| 4 4 4
#4 STR |s10 s15 s10|s10 s20 s10|s10 s15 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 13F-11F | G3 | G4 | G3 Size | 60.0x 65.0| 60.0x 65.0| 60.0x 65.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 8 3 8| 8 3 8| 8 3 8 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 5| 5 3 5| 5 4 5
#4 STR |s10 s10 s10|s10 s15 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---|---|--- 10F-8F | G3 | G4 | G3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 9 3 9| 9 3 9| 9 3 9 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 6| 6 3 6| 6 4 5
#4 STR |d15 s10 d15|s10 s10 s10|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 7F-5F | G3 | G4 | G3 Size | 65.0x 70.0| 65.0x 70.0| 65.0x 70.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 9 3 9| 9 4 9| 9 3 9 | 2 0 2| 2 0 2| 2 0 2
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 8| 8 4 8| 8 4 5
#4 STR |d15 s10 d15|d15 s10 d15|d15 s10 d15
#0 TOR | 0 | 0 | 0 ---|---|---|--- 4F-2F | G3 | G4 | G3 Size | 70.0x 75.0| 70.0x 75.0| 70.0x 75.0 Bay | 800.0 | 600.0 | 800.0
#8 TOP | 10 3 10| 10 4 10| 10 3 10 | 0 0 0| 0 0 0| 0 0 0
#8 BTM | 0 0 0| 0 0 0| 0 0 0 | 5 4 7| 7 4 7| 7 4 5
#4 STR |s10 s10 s10|s10 s10 s10|s10 s10 s10
#0 TOR | 0 | 0 | 0 ---|---
P2F-P1F | G5 Size | 45.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 3 3 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- RF-2F | J1
Size | 40.0x 65.0 Bay | 800.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 2 0 | 4 4 4
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- P2F-P1F | J2 Size | 40.0x 50.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0
| 3 5 3
#4 STR |s10 s20 s10
#0 TOR | 0 ---|--- RF-2F | J2 Size | 40.0x 60.0 Bay | 600.0
#8 TOP | 3 3 3 | 0 0 0
#8 BTM | 0 0 0 | 4 5 4
#4 STR |s10 s20 s10
#0 TOR | 0
（b） 柱構件配筋資料
---|---|---|---|---|--- | C1 | C2 | C3 | C4 | C5 ---|---|---|---|---|--- P1F-P1F | | | | 65.0x 65.0| 60.0x 60.0 X-Y bar | | | |#8 5 - 5 |#8 4 - 4 b/c hoop | | | |1#4@10 |1#4@10 col hoop | | | |1#4@10-15 |1#4@10-15 ---|---|---|---|---|--- RF-RF | | | | 65.0x 65.0| 60.0x 60.0 X-Y bar | | | |#8 5 - 5 |#8 4 - 4 b/c hoop | | | |1#4@10 |1#4@10 col hoop | | | |1#4@10-15 |1#4@10-15 ---|---|---|---|---|--- 14F-14F | 70.0x 70.0| 70.0x 70.0| 70.0x 70.0| 70.0x 70.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 13F-13F | 70.0x 70.0| 70.0x 70.0| 70.0x 70.0| 70.0x 70.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |
b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 12F-12F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 11F-11F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 10F-10F | 75.0x 75.0| 75.0x 75.0| 75.0x 75.0| 75.0x 75.0|
X-Y bar |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 |#8 5 - 5 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 9F-9F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 8F-8F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 7F-7F | 80.0x 80.0| 80.0x 80.0| 80.0x 80.0| 80.0x 80.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 6F-6F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|---
5F-5F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 4F-4F | 85.0x 85.0| 85.0x 85.0| 85.0x 85.0| 85.0x 85.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 7 - 7 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 3F-3F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 7 - 7 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 2F-2F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 10 - 9 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 | ---|---|---|---|---|--- 1F-1F | 90.0x 90.0| 90.0x 90.0| 90.0x 90.0| 90.0x 90.0|
X-Y bar |#8 6 - 6 |#8 6 - 6 |#8 6 - 6 |#8 13 -12 | b/c hoop |1#4@10 |1#4@10 |1#4@10 |1#4@10 | col hoop |1#4@10-15 |1#4@10-15 |1#4@10-15 |1#4@10-15 |
附錄 附錄 附錄
附錄 E 原始空構架 原始空構架 原始空構架 原始空構架塑鉸 塑鉸 塑鉸發展 塑鉸 發展 發展圖 發展 圖 圖 圖
（a） X 向測推分析
Frame X1 塑鉸發展結果 Frame X2 塑鉸發展結果
C1 C1
C1 C1
C3 C3
C3 C4 C4 C3
C4 C4
C2 C2
C2 C2
Y1 Y2 Y3 Y4
X1 X2 X3 X4
J1
J1 J1 J1
J1
J1
J2 J2
J2 J2 J2 J2
J2 J2J2 J2 J2
B1 B1
B1 B2 B1
B2 B4
B4 B3
B3 B3
B3
G1 G1
G1 G1
G2 G2
G3 G3
G3 G3
G4 G4
Frame X3 塑鉸發展結果 Frame X4 塑鉸發展結果
（b） Y 向測推分析
Frame Y1 塑鉸發展結果 Frame Y2 塑鉸發展結果
Frame Y3 塑鉸發展結果 Frame Y4 塑鉸發展結果
附錄 附錄 附錄
附錄 F 含阻尼器 含阻尼器 含阻尼器 含阻尼器構架 構架 構架塑鉸 構架 塑鉸 塑鉸發展 塑鉸 發展 發展圖 發展 圖 圖 圖
（a） X 向測推分析
Frame X1 塑鉸發展結果 Frame X2 塑鉸發展結果
C1 C1
C1 C1
C3 C3
C3 C4 C4 C3
C4 C4
C2 C2
C2 C2
Y1 Y2 Y3 Y4
X1 X2 X3 X4
J1
J1 J1 J1
J1
J1
J2 J2
J2 J2 J2 J2
J2 J2J2 J2 J2
B1 B1
B1 B2 B1
B2 B4
B4 B3
B3 B3
B3
G1 G1
G1 G1
G2 G2
G3 G3
G3 G3
G4 G4
Frame X3 塑鉸發展結果 Frame X4 塑鉸發展結果
（b） Y 向測推分析
Frame Y1 塑鉸發展結果 Frame Y2 塑鉸發展結果