| 水平低周反复荷载作用下高效预应力叠合框架抗震性能的试验研究 |
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| 引用本文： | 卜乐奇,石建军,宋建中. 水平低周反复荷载作用下高效预应力叠合框架抗震性能的试验研究[J]. 四川建筑科学研究, 2000, 0(3) |
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| 作者姓名： | 卜乐奇 石建军 宋建中 |
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| 作者单位： | 长沙交通学院!湖南长沙410076(卜乐奇,宋建中),中南工学院!湖南衡阳421001(石建军) |
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| 摘 要： | 介绍了两榀高效预应力混凝土 (HPC)叠合框架和 1榀 (RC)整浇框架模型试验 ,并对试验结果进行了比较。分析了 HPC叠合框架在水平低周反复荷载作用下的受力特点、裂缝开展、延性指标、耗能能力及破坏形式 ,为 HPC叠合框架结构在地震区的应用提供了试验依据。
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| 关 键 词： | 水平低周反复荷载 叠合框架 抗震性能 试验研究 |
Experimental study of seismic behavior of HPC composite frame under laterally reversed low-cyclic loading |
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| Abstract: | In this paper,the model test of two pieces of HPC omposite frame and one piece of RC frame are introduced. Compared with the results of two test specimens,the seismic behavior of HPC composite frame under laterally reversed low-cyclic loading is discussed.Testing results for following factors are analyzed:the mechanics characteristic,the crack propagation,the ductility target,the engergy consumption,the failure shape,and so on.A basis for the application of HPC composite frame in the seismic region is presented. |
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| Keywords: | laterally reversed low-cyclic loading composite frame seismic behavior experimented study |
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