工程结构柱式构件的抗震性能试验研究进展  

Experimental Research Progress on Seismic Behaviors of Columns in Engineering Structures

作　　者：董正方[1] 王君杰[1] 韩鹏[1] 

机构地区：[1]同济大学桥梁系,上海200092

出　　处：《震灾防御技术》2010年第1期43-52,共10页Technology for Earthquake Disaster Prevention

基　　金：地震行业专项项目(200808021);建设部科研项目(2008-K3-1);天津市科研项目(2008-25)

摘　　要：为研究工程结构中柱式构件的抗震性能,本文对国内外普通混凝土柱、高强混凝土柱、钢管混凝土柱和钢骨混凝土柱的抗震拟静力试验结果进行了总结,得出了影响柱式构件抗震性能的几个关键因素,并对研究中存在的不足以及今后需要探讨的问题进行了讨论。In order to study seismic behaviors of columns in engineering structures, the previous studies in pseudo-static test of normal concrete columns, high-strength concrete columns, concrete-filled tubular columns and steel reinforced concrete columns are reviewed. As the result, several key factors which greatly effect on seismic behaviors of colunms are selected. We also discuss the shortcomings in the research and point out some suggestions in the future work.

关 键 词：高强混凝土柱 钢管混凝土柱 钢骨混凝土柱 抗震性能 地震反应 

分 类 号：TU398.9[建筑科学—结构工程]