带洞口框支密肋壁板结构连续墙梁抗震性能试验研究  

Experimental study on seismic performance of frame-supported multi-ribbed continuous wall beam with opening

作　　者：王建强[1] 丁永刚[2] 姚谦峰[3] 黄炜[3] 

机构地区：[1]郑州大学土木工程学院,河南郑州450002 [2]河南工业大学土木建筑学院,河南郑州450052 [3]西安建筑科技大学土木工程学院,陕西西安710055

出　　处：《西安建筑科技大学学报（自然科学版）》2009年第4期496-501,共6页Journal of Xi'an University of Architecture & Technology(Natural Science Edition)

基　　金：陕西省自然科学基金资助项目([2004]68号);西安市建委科技项目([2003]176号);河南省教育厅自然科学研究计划项目(2007560003)

摘　　要：进行了一榀带洞口框支密肋壁板结构连续墙梁模型的伪静力试验,介绍了模型试件的破坏过程.根据试验结果,对这种形式墙梁的抗震性能进行了分析研究,并与无洞口框支密肋壁板结构连续墙梁及框支砖砌体墙梁进行了一定的对比分析.研究表明,带洞口框支密肋壁板结构连续墙梁具有良好的抗震性能.In this paper, the pseudo-static model experiment of a frame-supported multi-ribbed continuous wall beam with opening is presented. The failure process of the model is introduced. Based on the experimental results, the seismic performance of this kind of wall beam is analyzed. At the same time, the seismic performance of this kind of wall beam is contrasted with that of frame-supported multi-ribbed continuous wall beam with no opening and frame-supported masonry wall beam. The study shows that frame-supported multi-ribbed continuous wall beam with opening has good seismic performance.

关 键 词：框支密肋壁板结构墙梁 洞口 模型试验 抗震性能 

分 类 号：TU375[建筑科学—结构工程]