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《Earthquake Resistant Engineering and Retrofitting》 2010-01
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Analysis on Seismic Behavior of Structure-Spanning-Structure System

Yu Jing-hai,Han Ning-ning(Architectural Design and Research Institute of Tianjin University,Tianjin 300072,China)  
According to the code for seismic design of buildings and three-dimensional models of an Existing building,the dynamic characteristics of the discrete and incorporated structure-spanning-structure are analyzed by using spectra method and time history analysis method.The result shows that the incorporated method has larger lateral stiffness while the discrete one is prone to local buckling.Because of the collaboration between the new and the existing structure,the lateral stiffness of the structure approaches even.It has a superior seismic capacity than the discrete method when the existing structure has a reasonable lateral stiffness.
【CateGory Index】: TU352.11
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