拾宝童,顾强. 钢框架-钢板剪力墙用于抗震设计的层间剪力分布[J]. (苏州科技学院学报(工程技术版)), 2011, 24(1): 45―49.Shi Baotong,Gu Qiang. The story shear distribution of steel frame-steel plate shear wall for seismic design [J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2011, 24(1): 45―49. (in Chinese)
[2]
GB 50011-2010,建筑抗震设计规范[S]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]50011-2010, Code for seismic design of buildings [S].Beijing:China Architecture & Building Press, 2010. (in Chinese)
[3]
SEAOC Blue Book,Recommended lateral force requirementscommentary [R]. California, US: Seismology Committee Structural Engineers Association of California Recommended lateral force requirements and commentary [R]. California, US: Seismology Committee Structural Engineers Association of California, 1996: 12―13.
[4]
FEMA-302,NEHRP recommended provisions for seismic regulations for new buildingsother structures (Part 1: Provisions) [R]. Washington: Federal Emergency Management AgencyFEMA-302, NEHRP recommended provisions for seismic regulations for new buildings and other structures (Part 1: Provisions) [R]. Washington: Federal Emergency Management Agency, 1997: 65―66.
[5]
Eurocode-8,Design of structures for earthquake resistance (Part 1: General rules,seismic actionsrules for bulidings) [R]. Brussels: European Committee for StandardizationEurocode-8, Design of structures for earthquake resistance (Part 1: General rules, seismic actions and rules for bulidings) [R]. Brussels: European Committee for Standardization, 2003: 44―45.
[6]
孙国华,顾强,何若全,杨文侠. 近断层地震作用下钢板剪力墙结构基于MECE谱的性态设计方法[J]. (建筑结构学报), 2012, 33(5): 105―117.Sun Guohua,Gu Qiang,He Ruoquan,Yang Wenxia. Performance-based seismic design of steel plate shear walls using MECE spectrum under near-fault earthquake [J]. Journal of Building Structures, 2012, 33(5): 105―117. (in Chinese)
[7]
Federal Emergency Management Agency,FEMA695. Quantification of building seismic performance factors [R]. California, US: Federal Emergency Management Agency FEMA695. Quantification of building seismic performance factors [R]. California, US: Federal Emergency Management Agency, 2009: A22―A25.
[8]
Housner G W. Limit design of structures to resist earthquakes [C]// Proceedings of the 1st World Conference Earthquake Engineering, California: EERI, 1956: 5.1―5.13.
[9]
Decanini L D,Mollaioli F. Formulation of elastic earthquake input energy spectra [J]. Earthquake Engineering and Structural Dynamics, 1998, 27: 1503―1522.
[10]
Riddell R,Garcoa J E. Hysteretic energy spectrum and damage control [J]. Earthquake Engineering and Structural Dynamics, 2001, 30: 1791―1816.
[11]
Decanini L D,Mollaioli F. An energy-based methodology for the assessment of seismic demand [J]. Soil Dynamics and Earthquake Engineering, 2001, 21: 113―137.
[12]
Ye L P,Otani S. Maximum seismic energy in structures [J]. Earthquake Engineering and Structural Dynamics, 1999, 28: 1483―1499.
[13]
Teran-Gilmore A,Jirsa J Q. The concept of cumulative ductility strength spectra and its use within performance-based seismic design [J]. ISET Journal of Earthquake Technology, 2004, 41(1): 183―200.
[14]
Lee Soon-Sik. Performance-based design of steel moment frames using target drift and yield mechanism [D]. Ann Arbor: University of Michigan College of Engineering, 2002: 72―100.
[15]
Shih-Ho Chao,Goel S C,Soon-Sik Lee. A seismic design lateral force distribution based on inelastic state of structures [J]. Earthquake Spectra, 2007, 23(3): 547―569.
