[1] |
Fujimoto M, Aoyagi T, Ukai K, Wada A, et al. Structural characteristics of eccentric k-braced frames[J]. Architectural Institute of Japan, 1972, 195(5): 39-49.
|
[2] |
Tanabashi R, Naneta K, Ishida T. On the rigidity and ductility of steel bracing assemblage[C]. Proceedings 5th World Conference of Earthquake Engineering, IAEE, Rome, Italy, 1974, 1: 834-840.
|
[3] |
Kasai K, Popov E P. General behavior of WF steel smear link beams[J]. Journal of Structural Engineering, 1986, 112(2): 362-382.
|
[4] |
Kasai K, Popov E P. Cyclic web buckling control for shear link beams[J]. Joumal of Structural Engineering, 1986, 112(3): 505-523.
|
[5] |
Kasai K, Han X. New EBF design method and application: redesign and analysis of US-Japan EBFs[C]. Kyoto, Japan: Proceedings of the International Workshop and Seminar on Behavior of Steel Structures in Seismic Areas, 1997: 242-249.
|
[6] |
Popov E P, Kasai K, Engelhardt M D. Advances in design of eccentrically braced frames[J]. Earthquake Spectra, 1987, 3(1): 43-55.
|
[7] |
Okazaki T, Arce G, Ryu H C, Engelhardt M D. Experimental study of local buckling[J]. Overstrength and Fracture of Links in Eccentrically Braced Frames, Journal of Structural Engineering, ASCE, 2005, 131(10): 1526-1535.
|
[8] |
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. The study of hysteretic performance on eccentric K-braced and Y-braced frames by experiment[J]. Architectural Structure, 2010, 40(4): 9-12. (in Chinese)
|
[9] |
钱稼茹, 陈茂盛, 张天中, 等. 偏心支撑钢框架拟动力地震反应试验研究[J]. 工程抗震, 1992, 14(1): 15-18. Qian Jiaru, Chen Maosheng, Zhang Tianzhong, et al. Experimental study on the pseudo dynamic earthquake reaction of eccentric braced steel frames[J]. Anti-Seismic Engineering, 1992, 14(1): 15-18. (in Chinese)
|
[10] |
郭秉山, 庄晓勇. K型偏心支撑钢框架耗能梁段长度探讨[J]. 工业建筑, 2007, 37(3): 81-85. Guo Bingshan, Zhuang Xiaoyong. The discuss on length of shear link beams of eccentric braced frames[J]. Industrial Architecture, 2007, 37(3): 81-85. (in Chinese)
|
[11] |
苏赟. 耗能梁段长度对高层建筑偏心支撑框架抗震性能的影响[D]. 天津: 天津大学, 2009. Su Yun. The influence of shear link beams on the seismic performance of high-rise eccentric braced frames[D]. Tianjin: Tianjin University, 2009. (in Chinese)
|