框架-剪力墙结构实用分析

曹希春

曹希春. 框架-剪力墙结构实用分析[J]. 工程力学, 1988, 5(4): 36-42.
引用本文: 曹希春. 框架-剪力墙结构实用分析[J]. 工程力学, 1988, 5(4): 36-42.
Cao Xichun. CALCULATIONS OF FRAME-SHEAR WALL STRUCTURE[J]. Engineering Mechanics, 1988, 5(4): 36-42.
Citation: Cao Xichun. CALCULATIONS OF FRAME-SHEAR WALL STRUCTURE[J]. Engineering Mechanics, 1988, 5(4): 36-42.

框架-剪力墙结构实用分析

CALCULATIONS OF FRAME-SHEAR WALL STRUCTURE

  • 摘要: 本文从工程设计的实际情况出发.按作用在各楼层的水平集中荷载进行内力分析,并考虑了剪力墙基础转动以及塔楼传给的荷载对主体结构的影响.本文方法更适用于某层水平集中荷载有突变的情况.
    Abstract: The calculation system of this essay is on the basis of continuity method. A horizental concentrate force which can epitomize different horizontal force-sis taken as the horizontal load.The situations of fondation shifting are taken into account.For The purpose of design calculation in engineering, solutions c which can be used to calculate different situations are given in this essay.
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出版历程
  • 收稿日期:  1987-09-30
  • 修回日期:  1899-12-31
  • 刊出日期:  1988-10-14

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