Fukuta T, Nishiyama I, Yamanouchi H, Kato B. Seismic performance of steel frames with inverted V braces [J]. Journal of Structural Engineering, 1989, 115(8): 2016―2028.
[2]
Khatib I F, Mahin S A, Pister K S. Seismic behavior of concentrically braced steel frames, Report No. UCB/EERC-88/14 [R]. Earthquake Engineering Research Center, University of California at Berkeley, 1988.
[3]
Tremblay R, Timler P, Bruneau M, Filiatrault A. Performance of steel structures during the 1994 northridge earthquake [J]. Canadian Journal of Civil Engineering, 1995, 22(2): 338―360.
[4]
Rai D C, Goel S C. Seismic evaluation and upgrading of chevron braced frames [J]. Journal of Constructional Steel Research, 2003, 59(8): 971―994.
[5]
JGJ99-98, 高层民用建筑钢结构技术规程[S]. 北京: 中国建筑工业出版社, 1998.
[6]
JGJ99-98, Technical specification for steel structure of tall buildings [S]. Beijing: China Architecture & Building Press, 1998. (in Chinese)
[7]
GB50011-2010, Code for seismic design of buildings [S]. Beijing: China Architecture & Building Press, 2010. (in Chinese)
[8]
UBC1997, The uniform building code [S]. Whittier: International Conference of Building Officials, 1997.
[9]
ANSI/AISC 341-05, Seismic provisions for structural steel buildings [S]. Chicago: American Institute of Steel Construction, Inc. 2005.
[10]
EuroCode8: Design provisions for earthquake resistance - Part 1: General rules [S]. Seismic Actions and Rules for Buildings, European Committee for Standardization, 2003.
[11]
BCJ. Structural provisions for building structures [S]. Building Center of Japan, 1997.
[12]
CSA. Limit states design of steel structures, CSA standard S16-01 [S]. Canadian Standard Association, Toronto, Ontario, Canada, 2001.
[13]
童根树. 钢结构设计方法[M]. 北京: 中国建筑工业出版社, 2007: 60―80.
[14]
Tong Genshu. Design method of steel structures [M]. Beijing: China Architecture & Building Press, 2007: 60―80. (in Chinese)
[15]
Kim J, Choi H. Response modification factors of chevron-braced frames [J]. Engineering Structures, 2005, 27(2): 285―300.
[16]
GB50017-2003, 钢结构设计规范[S]. 北京: 中国计划出版社, 2003.
[17]
GB50017-2003, Code for design of steel structure [S]. Beijing: China Planning Press, 2003. (in Chinese)
[18]
FEMA-356 [S]. Federal Emergency Management Agency, 2000.
Tong Genshu, Luo Guifa, Zhang Lei. Lateral resistance of chevron-braced frames with strong beams [J]. Engineering Mechanics, 2012, 29(7): 201―208. (in Chinese)
[21]
罗桂发. 钢支撑和框架的弹塑性抗侧性能及其协同工作[D]. 杭州: 浙江大学, 2011.
[22]
Luo Guifa. Elastic-plastic resistances of steel brace, momemt-resisting frame and their cooperation in dual system [D]. Hangzhou: Zhejiang University, 2011. (in Chinese)
[23]
GB50011-2010, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
[24]
Brandonisio G, Toreno M, Mele E, Luca A D. Seismic design of concentric braced frames [J]. Journal of Constructional Steel Research, 2012, 78(1): 22―37.
[25]
Giugliano M T, Longo A, Montuori R, Piluso V. Seismic reliability of traditional and innovative concentrically braced frames [J]. Earthquake Engineering and Structural Dynamics, 2011, 40(13): 1455―1477.
Chen Jiong, Yao Zhong, Lu Zhihao. Comments on strength design of concentrically-braced frames of earthquake-resistant steel structures [J]. Steel Structures, 2008, 23(111): 59―65. (in Chinese)