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.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
北大核心
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)
关键词
框支密肋壁板结构墙梁
洞口
模型试验
抗震性能
frame-supported multi-ribbed wall beam
opening
model experiment
seismic performance
