王亚勇. 关于设计反应谱、时程法和能量方法的探讨[J]. 建筑结构学, 2000, 1(21): 21-28. WANG Yayong. A review of seismic response spectra time history analysis and energy method[J]. Journal of Building Structure, 2000, 1(21): 21-28.(in Chinese)
[2]
王亚勇. 关于建筑抗震设计最小地震剪力系数的讨论[J]. 建筑结构学报, 2013, 2(34):37-44. WANG Yayong. Stuy on the minimum story shear for seismic design of buildings[J]. Journal of Building Structures, 2013, 2(34): 37-44.(in Chinese)
[3]
周 云, 邓雪松, 汤统壁, 等. 中国(大陆)耗能减震技术理论、应用的回顾与前瞻[J]. 工程抗震与加固改造, 2006, 28(6): 1-15. ZHOU Yun, DENG Xusong, TANG Tongbi, et al. State of the art and prospect of energy dissipation technology in China mainland[J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(6): 1-15.(in Chinese)
[4]
Seleemah A A, Constantinou M C. Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers[J]. NCEER-97-0004, 1997.
[5]
翁大根. 消能减震结构理论分析与试验验证及工程应用[D]. 上海: 同济大学, 2006.
[6]
Kazuiko Kasai, Yaomin Fu, Atsushi Watanabe. Passive control systems for seismic damage mitigation[J]. Engineering Structural, 1998, 124(5): 501-512.
[7]
笠井和彦, 伊藤浩？. ？塑性ダンパ？の？性？降伏力？塑性率の？？による制振？造の？答制御手法. 日本建？学会？造系？文集, 2005, 595: 45-55. Kazuhiko Kasai, Hioshi Ito. Passive control design method based on tuning of stiffness, yield strength, and ductility of elasto-plastic damper[J]. J. Struct. Constr. Eng., AIJ, 2005, 595: 45-55 (in Japanese)
[8]
汪大绥, 周建龙, 姜文伟, 等. 超高层结构地震剪力系数限值研究[J]. 建筑结构, 2012, 42(5): 24-27. WANG Dasui, ZHOU Jianlong, JIANG Wenwei, et al. Research on seismic shear gravity ratio limit for super high-rise buildings higher than 500m[J]. Building Structure, 2012, 42(5): 24-27.(in Chinese)
[9]
GB 50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. GB 50011-2010 Code for Seismic Design of Buildings[S].Beijing:Building Industry Press of China, 2010.(in Chinese)
[10]
周 云, 徐 彤. 耗能减震技术的回顾与前瞻[J].力学与实践, 1999, 22(5): 1-7. ZHOU Yun, XU Tong. The state of the art and the prospect of seismic energy dissipation technology[J]. Mechanics and Engineering, 1999, 22(5): 1-7.(in Chinese)
