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《Journal of Building Structures》 1980-04
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A Step by Step Extended Substructure Method for Computing the Stiffness of Tall Building

Zhang Wenqing, Zhao Xihong ( Tongji University )  
In applying conventional substructure method to soil-tall building-interaction, the number of structural elements always exceeds the capacity of available computer programs. For this purpose, a step by step ( story by story, bay by bay or joint by joint ) extended substructure method is presented in this paper. By comparison, it has an advantage over the routine substructure method.
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