框架填充墙平面外抗震性能研究现状概述  

Research overview of anti-seismic performance of filled frame wall external surface

作　　者：余青[1] 权宗刚[1,2] 浮广明[1] 王琦[1] 

机构地区：[1]西安建筑科技大学土木学院,陕西西安710055 [2]西安墙体材料研究设计院,陕西西安710061

出　　处：《砖瓦》2013年第9期54-58,共5页Brick-tile

基　　金：国家"十二五"科技支撑计划项目:节能烧结类墙体材料成套应用技术研究(2011BAJ04B01);陕西省科技计划项目:烧结保温空心砌块砌体构造与节能技术(2010KJXX16)

摘　　要：首先讲述了框架填充墙平面外抗震性能研究的重要意义,其次介绍了三种填充墙平面外受力的简化分析模型,并详细阐述砌体抗压强度、边界条件、高厚比、高宽比、洞口、柱上荷载等参数对填充墙平面外抗震性能的影响规律,最后指出当前研究工作的不足之处,以及需要进一步研究的问题。The paper introduces the study significance of the anti-seismic performance of filled frame wall external surface, and three models for analyzing the force against filled frame wall external surface. And details the effect of the compressive strength of masonry, boundary conditions, height-to-thickness ratio, height-to-width ratio, hole, column loading, etc. on anti-seismic performance of filled frame wall external surface. Finally points out the shortages of research work, and the problems to be further studied.

关 键 词：平面外 填充墙 抗震性能 参数 

分 类 号：TU352.11[建筑科学—结构工程]