参考文献/References:
参考文献 References
[1] ROEDER C. W., POPOV E. P. Eccentrically braced steel frames for earthquake [J]. Journal of Structural Division, 1978,
104(3): 391-412.
[2] HINES E. M, JACOB C. C. Eccentric braced frame system performance [J]. Structures Congress, 2010, 1332-1341.
[3] DOUGLAS A. Foutch. Seismic of eccentrically braced steel building [J]. Journal of Structural Engineering, 1989, 115, (8):
1857-1876.
[4] 于安林, 赵宝成, 李仁达, 等. K形和Y形偏心支撑钢框架滞回性能试验研究 [J]. 建筑结构, 2010, 40(4): 9-12.
YU Anlin, ZHAO Baocheng, LI Renda, et al. Experimental study on hysteretic behavior of K and Y-eccentrically braced steel
frames [J]. Building Structure, 2010, 40(4): 9-12.
[5] 班慧勇, 施刚, 石永久, 等. 建筑结构用高强度钢材力学性能研究进展 [J]. 建筑结构, 2013, 43(2): 88-93
BAN Huiyong, SHI Gang, SHI Yongjiu, et al. Research advances on mechanical properties of high strength structural steels [J].
Building Structure, 2013, 43(2): 88-93.
[6] DUBINA D., STRATAN A., DINU F,. Dual high-strength steel eccentrically braced frames with removable links [J].
Earthquake. Engineering and Structural Dynamics, 2008, 37(15): 1703-1720.
[7] VAMVATSIKOS D.. Seismic performance, capacity and reliability of structures as seen through incremental dynamics analysis
[D]. Department of Civil and Environmental Eng, Stanford University, 2002.
[8] 周颖, 吕西林,卜一. 增量动力分析法在高层混合结构结性能评估中的应用[J]. 同济大学学报, 2010, 38(2): 183-193.
ZHOU Ying, LÜ Xilin, BO Yi. Application of incremental dynamic analysis to seismic evaluation of hybrid structure [J].
Journal of Tongji University, 2010, 38(2): 183-193.
[9] Federal Emergency Management Agency. NEHRP guidelines for the seismic rehabilitation of building [R]. Report FEMA 273:
Guidelines. Washington DC: FEMA, 1997.
[10] Applied Technology Council. A critical review of current approaches to earthquake-resistant design: ATC-33, 34,
40[R].Rewood City, California: Applied Technology Council, 1996.
[11] 杨俊芬, 顾强, 何涛, 等. 用增量动力分析方法确定人字形中心支撑钢框架的结构影响系数和位移放大系数(I)-方法[J].
地震工程与工程震动,2010, 30(2): 64-71.
YANG Junfen, GU Qiang, HE Tao, et al. Response modification factor and displacement amplification factor for inverted
V-CBSFs based on IDA(I): method[J]. Journal of Earthquake Engineering and Engineering Vibration, 2010, 30(2): 64-71.
[12] 周定松, 吕西林.延性需求谱在基于性能的抗震设计中的应用[J]. 地震工程与工程震动, 2004, 24(1): 30-38.
ZHOU Dingsong, LÜ Xilin. Application of ductility demand ppectra in performance-based seismic design [J]. Journal of
Earthquake Engineering and Engineering Vibration, 2004, 24(1): 30-38.
[13] VIDIE T, FAJFAR P, FISCHINGER M. Consistent inelastic design spectra: strength and displacement[J]. Earthquake
Engineering and Structural Dynamics, 1994, 23(3): 507-521.
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