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《Building Science Research of Sichuan》 2004-01
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The analysis of elastic-plastic simplified calculating method for frame-shear wall structure of industrial factory building

ZHU Jun-qiang~1,DONG Ming-hai~1,WANG She-liang~2,SU San-qing~2 (1.Xi'an Jiaotong University,Xi'an710049,China; 2.Xi'an Architecture and Technology University,Xi'an710055,China)  
Based on the pseudo dynamic test study,the elastic-plastic frame-shear wall rigidity ratio and structural top displacement of the model is calculated according to the loss lows of structure and shear wall rigidity.Noting that the plastic hinges appeared bellow the wall in the test,a simplified calculating model is presented to calculate the displacement of the structure in elastic-plastic phase by releasing "Superfluous moments",and takes a reference to the second phase seismic design.
【CateGory Index】: TU398.2
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