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。
- 高层建筑 /
- 框架一剪力墙 /
- 边值法
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.
- high-rise building /
- frame-shear wall /
- boundary value method