Citation: | Xin Li, Wang Min, Zeng Fansheng, Liang Xingwen. MODAL PUSHOVER ANALYSIS IMPROVED BY CAPACITY-SPECTRUM THEORY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 51-56. doi: 10.13204/j.gyjz201101014 |
[2] GB 500112010建筑抗震设计规范[S].
|
GB 500112001建筑抗震设计规范[S].
|
[3] 王亚勇, 戴国莹.建筑抗震设计规范算例[M].北京:中国建筑工业出版社, 2006.
|
[4] Gupta B, Kunnath S K.Adaptive Spectra-Based PushoverProcedure for Seismic Evaluation of Structures [J].EarthquakeSpectra, 2000, 16(2):367-391.
|
[5] Jan Tysh-Shang, Liu Ming Wei.An Upper-Bound PushoverAnalysis Procedure for Estimating the Seismic Demands of HighRise Building[J].Engineering Structures, 2004, 26:117-128.
|
[6] Chopra A K, Goel R.A Model Pushover Analysis Procedure forEstimating Seismic Demands for Building [J].EarthquakeEngineering and Structural Dynamics, 2002, 31(1):561-582.
|
[7] 侯爽, 欧进萍.结构pushover 分析的侧向力分布及高阶振型影响[J].地震工程与工程振动, 2004, 24(3):90-97.
|
[8] 卢文生, 吕西林.框架剪力墙结构模态静力非线性抗震分析方法研究[J].地震工程与工程振动, 2005, 25(1):58-66.
|
[9] Shibata A, Sozen M.Substitute Structure Method for SeismicDesign in RC[J].Journal of the Structure Divison, ASCE, 1976, 102(1):1-18.
|
[10] 刘有军, 周建民.基于位移的RC 框架结构抗震设计研究[J].结构工程师, 2003(3):1-6.
|
[11] 梁兴文, 黄雅捷.钢筋混凝土框架结构基于位移的抗震设计方法研究[J].土木工程学报, 2005, 38(9):53-60.
|
[12] Filiatrault A, Folz B.Performance-Based Seismic Deisgn of WoodFramed Building[J].Journal of Structural Engineering, 2002, 128(1):39-47.
|
[13] Miranda E, Garcia J G.Evaluation of Approximate Methods toEstimate Maximum Inelastic Displacement Demands [J].Earthquake Engineering and Structural Dynamics, 2002, 31:539-560.
|