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错列桁架-框架-剪力墙结构的内力与位移计算
引用本文:吴勇明,王祖华.错列桁架-框架-剪力墙结构的内力与位移计算[J].华南理工大学学报(自然科学版),1995(1).
作者姓名:吴勇明  王祖华
作者单位:华南理工大学建筑工程系
摘    要:沿用沿高度连续化的假定,推导了错列桁架-框架-剪力培结构铰结体系和刚结体系的内力及位移计算公式。

关 键 词:框架结构  剪力墙  结构分析  错列桁架

CALCULATION OF INTERNAL FORCES AND DISPLACEMENTS OF STAGGERED TRUSS AND FRAME-SHEAR WALL STRUCTURES
WU Yongming, Wang Zuhua.CALCULATION OF INTERNAL FORCES AND DISPLACEMENTS OF STAGGERED TRUSS AND FRAME-SHEAR WALL STRUCTURES[J].Journal of South China University of Technology(Natural Science Edition),1995(1).
Authors:WU Yongming  Wang Zuhua
Abstract:By using the assumptions of the continuous medium technique in vertical direction, formulas for calculating internal forces and displacements in hinged and rigid jointed systems on staggered truss and frame--shear wall structures have been deduced in this paper.
Keywords:s: framed structures  shear walls  structural analysis  / staggered truss
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