开洞配筋砌块砌体抗震性能研究  

STUDY ON SEISMIC BEHAVIOR OF HOLING REINFORCED BLOCK MASONRY STRUCTURES

作　　者：杨文辉[1] 祝英杰[1] 张秀[1] 牛亚丽[1] 

机构地区：[1]青岛理工大学,山东青岛266033

出　　处：《低温建筑技术》2010年第4期37-38,40,共3页Low Temperature Architecture Technology

基　　金：山东省科技发展计划项目基金资助(021120111)

摘　　要：为了尽全面地了解高层砌块砌体的性能,本文主要从开洞墙体的破坏特征、滞回性能来了解它的强度、延性、耗能能力,从而明白整个结构的抗震性能。In order to eomprehemively understand the behavior of high-strength block masonry structures, the article presents the strength, ductility, capacity of energy dissipation by studying the destruction charac- teristic and the hysteresis behavior of the wall with holes, thereby the seismic behavior of the entire structures is found out.

关 键 词：砌体结构 滞回曲线 粘滞阻尼系数 

分 类 号：TU312[建筑科学—结构工程]