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活性粉末混凝土柱的抗震性能试验研究
引用本文:赵冠远,阎贵平.活性粉末混凝土柱的抗震性能试验研究[J].中国安全科学学报,2004,14(7):94-97.
作者姓名:赵冠远  阎贵平
作者单位:北京交通大学土木建筑工程学院
摘    要:活性粉末混凝土 (ReactivePowderConcrete ,简称RPC)是一种具有超高性能和超高强度的水泥基复合材料。本文首先论述了这一材料应用于结构抗震领域中的潜力 ,然后通过 4个小比例RPC矩形截面柱的拟静力试验 ,研究了RPC配筋柱的延性性能、滞回曲线及其破坏机理 ,分析了配箍率对RPC配筋柱延性的影响。

关 键 词:活性粉末混凝土    抗震性能  试验研究
修稿时间:2004年3月1日

Experimental Study on Seismic Performance of Reactive Powder Concrete Columns
ZHAO Guan-yuan YAN Gui-ping,Prof..Experimental Study on Seismic Performance of Reactive Powder Concrete Columns[J].China Safety Science Journal,2004,14(7):94-97.
Authors:ZHAO Guan-yuan YAN Gui-ping  Prof
Abstract:Reactive powder concrete (RPC) is a super-high strength cement-based composite material with advanced mechanical and superior physical property. Potential applications of RPC in earthquake engineering were discussed. Cyclic tests of four small-scale RPC columns with rectangular cross-section were carried out to study seismic performance of RPC structures. Ductility capacity, hysteretic model and failure mechanism of RPC column were studied. The effect of lateral reinforcement amount on ductility of column was investigated.
Keywords:Reactive powder concrete (RPC)  Column  Seismic performance  Experimental study
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