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钢筋砼压弯剪构件抗震性能试验研究
引用本文:压弯剪构件抗震性能专题研究组.钢筋砼压弯剪构件抗震性能试验研究[J].建筑结构学报,1992,13(2):2-10.
作者姓名:压弯剪构件抗震性能专题研究组
基金项目:冶金部基建司抗震办公室资助
摘    要:本文根据146根钢筋砼压弯剪构件的试验结果,分析了压弯剪构件在低周往复荷载作用下的破坏形态,并提出了相应于各种破坏形态的强度计算方法。建立了低周往复荷载作用下压弯剪构件的延性系数及极限转角的计算公式和防止粘结破坏的构造措施。

收稿时间:1992-04-05
修稿时间:1992-04-05

Experimental Research on Seismic Behavior of Reinforced Concrete Member Subjected to Axial Load, Bending and Shear
Research Group on Seismic Behavior of Members Subjected to Axial Load,Bending and Shear.Experimental Research on Seismic Behavior of Reinforced Concrete Member Subjected to Axial Load, Bending and Shear[J].Journal of Building Structures,1992,13(2):2-10.
Authors:Research Group on Seismic Behavior of Members Subjected to Axial Load  Bending and Shear
Abstract:Based on the test results of 146 reinforced concrete member subjected to axial load, bending and shear, this paper analyzes the failure patterns under cyclic loading and presents the strength calculation methods corresponding to various failure patterns, Moreover, formulas for calculating the ultimate angular rotation and ductility of such member have been established according to the test results. Constructional measure for avoiding bond failures has also been discussed.
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