Mander J B,Priestley M J N,Park R.Theoretical stress strainmodel for confined concrete[J].ASCE Journal of Structural Engineering,1988,114(8):1804-1826.
[2]
National Research Institute for Earth Science and Disaster Prevention.Four-story steel bulding collapse analysis blindpred iction contest rules[Z].http://www.blind-anlaysis.jp/index_e.hmt,appendix_e.pdf.2007-6-18.
[3]
Masayoshi SA TO,Takahito INOUE.General frame work of research topics utilizing the 3D fullscale earthquake testing facility[J].Journal of Japan A ssociation for Earthquake Engineering,2004,4(3):449-456.
[4]
Computer And Structures.Perform-3D nonlinear analysis and performance assessment for 3D structures user guide[M].Berkeley,CA.Computer and Structures,2006.
Paulay T,Priesley M J N,戴瑞同,等译.钢筋混凝土和砌体结构抗震设计[M].北京:中国建筑工业出版社,1999.
[13]
Mehmet Inel,Hayri Baytan Ozmen.Effects of plastichinge properties in nonlinear analysis of reinforced concrete buildings[J].Engineering Strutures,2006,28(11):1494-1502.
[14]
Chen Xuewei Han Xiaolie,Jack CHEAN G.Dynamic in elastic numerical smiulation for ashaking table test of afull scalesteel moment framestructure based on Open SEES[C] The 14th World Conference on Earthquake Engineering,Beijing:2008.