金建三, 乔惠芳. 任意荷载作用下刚结体系高层建筑框架一剪力墙结构分析的边值法[J]. 工程力学, 1996, 13(4): 114-123.
引用本文: 金建三, 乔惠芳. 任意荷载作用下刚结体系高层建筑框架一剪力墙结构分析的边值法[J]. 工程力学, 1996, 13(4): 114-123.
Jin Jiansan, Qiao Huifang. BOUNDARY VALUE METHOD FOR ANALYZING RIGID FRAME-SHEAR WALL STRUCTURE IN HIGH-RISE BUILDINGS UNDER ARBITRARY LOADS[J]. Engineering Mechanics, 1996, 13(4): 114-123.
Citation: Jin Jiansan, Qiao Huifang. BOUNDARY VALUE METHOD FOR ANALYZING RIGID FRAME-SHEAR WALL STRUCTURE IN HIGH-RISE BUILDINGS UNDER ARBITRARY LOADS[J]. Engineering Mechanics, 1996, 13(4): 114-123.

任意荷载作用下刚结体系高层建筑框架一剪力墙结构分析的边值法

BOUNDARY VALUE METHOD FOR ANALYZING RIGID FRAME-SHEAR WALL STRUCTURE IN HIGH-RISE BUILDINGS UNDER ARBITRARY LOADS

  • 摘要: 本文对刚结体系高层建筑框架一剪力墙结构,受到任意荷载作用时,建立了位移递归方程和位移边值方程,编制了计算机程序,并给出算例,验证了理论的正确性。

     

    Abstract: The displacement recurrence equation and displacement boundary value equation for analyzing rigid frame-shear wall structure in high-rise buildings, Which is acted by arbitrary loads, are derived. The computer program is developed and a calculating example is given in this paper. The correctness of theory is proved.

     

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