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浅论强震动下钢筋混凝土桥墩的残余抗剪强度
引用本文:顾毅云,卓卫东.浅论强震动下钢筋混凝土桥墩的残余抗剪强度[J].福建建筑,2003(2):30-32.
作者姓名:顾毅云  卓卫东
作者单位:福州大学土木建筑工程学院 福建福州350002 (顾毅云),福州大学土木建筑工程学院 福建福州350002(卓卫东)
基金项目:福建省科技三项资助项目,K2 0 0 1 0 2 1
摘    要:讨论了钢筋混凝土桥墩在强震动作用下的剪切机理 ,提出强震动作用下混凝土桥墩塑性铰区截面残余抗剪强度的概念。在评述了国外主要地震国家现行的规范公式的基础上 ,提出对国内现行规范关于强震动作用下钢筋混凝土桥墩抗剪验算的改进建议。

关 键 词:强震动  钢筋混凝土  桥墩  残余抗剪强度

Disussion on Residual Shear Strength of RC Bridge Columns under Strong Earthquake Ground Movement
Gu Yiyun,Zhuo Weidong.Disussion on Residual Shear Strength of RC Bridge Columns under Strong Earthquake Ground Movement[J].Fujian Architecture & Construction,2003(2):30-32.
Authors:Gu Yiyun  Zhuo Weidong
Abstract:The shear mechanism of RC bridge columns under strong earthquake ground movement is discussed in the paper.The concept of residual shear strength in the plastic hinge zone of RC bridge columns under strong earthquake ground movement is proposed.Based on review of current code expressions of major seismic countries.improvements for current code on shear design of RC bridge columns under strong earthquake ground movement are suggested.
Keywords:strong earthquake ground movement reinforced concrete bridge column residual shear strength  
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