Tirca L D, Foti D, Diaferio M. Response of middle-rise steel frames with and without passive dampers to near-field ground motions[J]. Engineering Structures,2003, 25: 169?179.
[2]
赵俊贤,吴 斌. 防屈曲支撑的工作机理及稳定性设计方法[J]. 地震工程与工程振动,2009,29(3):131-139. ZHAO Junxian,WU Bin. Working mechanism and stability design methods of buckling-restrained braces[J].Journal of Earthquake Engineering and Engineering Vibration, 2009,29(3):131-139.(in Chinese)
[3]
Aydin E, Boduroglu MH.Optimal placement of steel diagonal braces for upgrading the seismic capacity of existing structures and its comparison with optimal dampers[J]. Journal of Constructional Steel Research,2008, 64: 72-86.
[4]
Di Sarno L, Elnashai A S.Bracing systems for seismic retrofitting of steel frames[J]. Journal of Constructional Steel Research,2009, 65: 452-465.
[5]
Vamvatsikos D,Cornell C A. Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation[J].Journal of Structural Engineering, 2005, 131(4): 589-599.
[6]
Asgarian B, Sadrinezhad A, Alanjari P. Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis[J]. Journal of Constructional Steel Research, 2010, 66: 178-190.
[7]
American Society of Civil Engineers. Prestandard and commentary for the seismic rehabilitation of buildings FEMA356[S].Washington D.C.: Federal Emergency Management Agency, 2000.
[8]
郁 彦. 高层建筑结构概念设计[M]. 北京:中国建筑工业出版社,2005:4-6. YU Yan. Structural Concept Design for Tall Building[M]. Beijing: China Building Industry Press, 2005: 4-6.(in Chinese)
[9]
孙爱伏. 高层钢结构的失效模式控制和汶川地震中房屋建筑的失效模式分析.大连:大连理工大学,2010. SUN Aifu. Failure mode control of tall steel buildings and failure mode anailsis of the house bulidings during Wenchuan earthquake.Dalian:Dalian University of Technology, 2010.(in Chinese)
[10]
GB50011-2001建筑抗震设计规范[S]. GB50011-2001 Code for Seismic Design of Buildings[S].(in Chinese)
[11]
钱稼茹,纪晓东,范 重,等. 国家体育场大跨度钢结构罕遇地震性能分析[J].建筑结构学报,2007,28(2):17-25. QIAN Jiaru,JI Xiaodong,FAN Zhong, et al.Seismic behavior analysis of large-span steel structure of the National Stadium under severe earthquake[J].Journal of Building Structures,2007,28(2):17-25.(in Chinese)
[12]
尹 超,周 颖,吕西林. 上海国际中心超限高层结构抗震分析[J].结构工程师,2008, 24(6):80-84. YIN Chao, ZHOU Ying, LU Xilin. Seismic performance evaluation of Shanghai international design center: an out-of-codes high-rise building[J].Structural Engineers,2008,24(6):80-84.(in Chinese)