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《EARTHQUAKE RESISTANT ENGINEERING》 1999-04
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偏心结构的弹塑性地震反应时程分析

蔡贤辉 邬瑞锋  
In connection with the characteristics of eccentric buildings and elasto plastic analysis,a simplified computational space model is given.Based on such model,a direct time history elasto plastic seismic analysis method is presented.At the same time,a special computer program ZZC is coded,which can solve the calculation problems of different kinds of eccentric buildings by considering the effects of floor deformation.
【Fund】: 国家自然科学基金!批准号 :596 780 33
【CateGory Index】: TU352.1
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