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钢筋混凝土框支剪力墙的变形与应力
引用本文:沈蒲生,廖志.钢筋混凝土框支剪力墙的变形与应力[J].湖南大学学报(自然科学版),1989,16(1):17-27.
作者姓名:沈蒲生  廖志
作者单位:湖南大学土木工程系,湖南大学土木工程系,湖南大学土木工程系
摘    要:本文作者最近对八榀框支剪力墙进行了试检,主要研究轴压比和开洞对试件侧移、支承梁挠度、墙体应力以及结构承载力的影响。本文介绍了试验结果,并且将其与用有限元法及有限条和有限元结合法计算的侧移、支承梁中点挠度以及墙体应力进行了比较。

关 键 词:剪力墙  框架  钢筋混凝土  变形  应力

Deformations and Stresses in Reinforced Concrete Shear Walls Supported on Frames
Shen Pusheng Liao Zhi He Yibin.Deformations and Stresses in Reinforced Concrete Shear Walls Supported on Frames[J].Journal of Hunan University(Naturnal Science),1989,16(1):17-27.
Authors:Shen Pusheng Liao Zhi He Yibin
Institution:Department of Civil Engineering
Abstract:Testing of eight large-scale concrete shear walls supported on frames is reported.Two of the specimens were subjucted to vertical loads only. The others were vertically loaded until the specified axial forces in the supporting columns were reached, and then loaded with horizontal loads till destruction occurred. Primary items of interest involve the top sidesways of the specimens and the supporting frames, the midspan deflections of the supporting beams, stresses in the walls and supporting frames, and the bearing capacity of the structure. The results of testing are discussed and compared with those analysed by finite element and finite strip techniques.
Keywords:shear wall  frame  sidesway  deflection  stress
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