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钢筋混凝土双向受弯构件抗剪强度的计算
引用本文:张功新,何以农,何高勖.钢筋混凝土双向受弯构件抗剪强度的计算[J].南昌大学学报(工科版),1997,19(3):1.
作者姓名:张功新  何以农  何高勖
作者单位:南昌大学土木工程系;
摘    要:在21根RC双向受弯构件的试验基础上,采用等效梭形截面法,推导出了适用于集中荷载及均布荷载情况下RC有腹筋双弯构件抗剪强度的计算方法

关 键 词:双向受弯  抗剪强度  腹筋  等效梭形截面法  

Calculation on Shear Strength of Reinforced Concrete Members under Biaxial Bending
Zhang Gongxin\ He Yinong\ Yu Jinhui\ He Gaoxu.Calculation on Shear Strength of Reinforced Concrete Members under Biaxial Bending[J].Journal of Nanchang University(Engineering & Technology Edition),1997,19(3):1.
Authors:Zhang Gongxin\ He Yinong\ Yu Jinhui\ He Gaoxu
Abstract:Based on the test results of twenty-one R.C.members,a method was presented by using equivalent shuttle-shape section method to calculate the shear strength of R.C. members with web reinforcement under biaxial bending.This method can be applied with the members subjected to point loads or uniformly distributed loads.
Keywords:biaxial bending  equivalent shuttle-shape section method  shear strength  web reinforcement
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