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框架剪力墙的内力分析—三转角方程法
引用本文:刁爱国,王重华.框架剪力墙的内力分析—三转角方程法[J].东南大学学报(自然科学版),1993,23(4):127-133.
作者姓名:刁爱国  王重华
作者单位:江苏省建筑工程局,黑龙江国际工程咨询公司
摘    要:

关 键 词:框架  剪力墙  内力分析  三转角方程

Analysis of Frame Shear Wall Structures by Equations of Three Rotations
Diao Aiguo.Analysis of Frame Shear Wall Structures by Equations of Three Rotations[J].Journal of Southeast University(Natural Science Edition),1993,23(4):127-133.
Authors:Diao Aiguo
Institution:Diao Aiguo (Jiangsu Provincial Construction and Engineering Bureau)Wang Chonghua (Heilongjiang International Engineering Consulting Company)
Abstract:This paper deals with the analysis of frame shear wall structures with the lateral loads. Based on the static equilibrium requirements and the finite-difference,the calculation formulae of three rotations are presented.The computation may be preformed with or without the aid of computer. Satisfactory results are acquired from the calculations.
Keywords:rotation  frames  shear walls
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