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Jiang Jinren (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150008) Li Xiaodong (Heilongjiang Architectural Design and Research Institute,Harbin 150001)  
The state-of-art in nonlinear seismic response analysis of RCf rame-wall structures is reviewed.Attention is focused on pseudo-three-dimensional models and complete three-dimensional models.The problems existing in those models and further studies on models are pointed out.
【CateGory Index】: TU352.1
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