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人工中度地震试验后钢筋混凝土桥墩的抗余震性能
引用本文:王蓉玲,龙芳月. 人工中度地震试验后钢筋混凝土桥墩的抗余震性能[J]. 商品储运与养护, 2008, 30(8)
作者姓名:王蓉玲  龙芳月
作者单位:武汉交通职业学院,湖北,武汉,430065
摘    要:
通过中度人工地震试验,对试样的三个参数:横向约束、纵向钢筋互搭接头和加纤维增强聚合材料进行测试,并采用测量位移,弯曲和吸收能量的办法,对中度地震后的钢筋混凝土桥墩的抗震性能作出的评估。

关 键 词:纤维-钢筋混凝土  互搭接头  桥墩  钢筋混凝土  地震  横向约束

Residual Seismic Performance of Reinforced Concrete Bridge Piers After Artificial Moderate Earthquake Tests
WANG Rong-ling,LONG Fang-yue. Residual Seismic Performance of Reinforced Concrete Bridge Piers After Artificial Moderate Earthquake Tests[J]. Storage Transportation & Preservation of Commodities, 2008, 30(8)
Authors:WANG Rong-ling  LONG Fang-yue
Abstract:
The specimens were tested via artificial earthquakes for three parameters:confinement,lap-splice of longitudinal steel.and retrofitting fiber-reinforced polymer materials.The residual seismic performandce for the tested specimens was evaluated by measuring displacements ,curvantures and energy absorption.
Keywords:fiber-reinforced concrete  lap splice  pier  reinforced concrete  seismic  transverse confinement
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