DETERMINATION OF EQUIVALENT SDOF CHARACTERISTICS OF 3 D DUAL RC STRUCTURES
暂无分享,去创建一个
H. Crowley | R. Pinho | İ. E. Bal | E. Vuran
[1] Sashi K. Kunnath,et al. Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .
[2] Rui Pinho,et al. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .
[3] Gian Michele Calvi,et al. Seismic design of frame-wall structures , 2006 .
[4] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[5] Graham H. Powell,et al. Displacement-Based Seismic Design of Structures , 2008 .
[6] Julian J. Bommer,et al. THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS , 2004 .
[7] Rui Pinho,et al. PERIOD-HEIGHT RELATIONSHIP FOR EXISTING EUROPEAN REINFORCED CONCRETE BUILDINGS , 2004 .
[8] Amr S. Elnashai,et al. Advanced inelastic static (pushover) analysis for earthquake applications , 2001 .
[9] Rui Pinho,et al. Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models , 2008 .