新型人字支撑复合结构的拟动力试验研究  

AN EXPERIMENTAL STUDY ON PSEUDO-DYNAMIC TEST OF NOVEL HERRINGBONE BRACES COMPOSITE STRUCTURE

作　　者：王新玲[1] 吴承霞[2] 毕苏萍[1] 

机构地区：[1]郑州大学土木工程学院,郑州450002 [2]河南建筑职业技术学院,郑州450007

出　　处：《工业建筑》2010年第2期77-81,共5页Industrial Construction

基　　金：河南省自然科学基金资助项目(511050400);国家自然科学基金资助项目(50478050)

摘　　要：通过对代替黏土砖住宅结构的新型人字支撑复合结构的拟动力试验,以研究该结构的抗震性能。试验设计为1∶2缩尺的单层模型XB,竖向荷载模拟6层结构,输入El Centro波,地震动加速度峰值分别相当于7,8,9度多遇地震波和罕遇7,7.5,8度地震波。试验结果得出,该复合结构开裂、屈服及破坏的地震波分别是8度多遇、7度罕遇、8度罕遇。由试验绘出的刚度退化曲线、恢复力曲线、位移时程曲线均表明,复合结构XB具有较好的抗震性能。支撑顶部的竖向位移说明,复合结构在多遇地震作用下不需考虑竖向位移的影响,仅在支撑屈服后再承担大震时需要考虑其影响。Experiments are conducted on novel herringbone braces composite structure under pseudo - dynamic test. A test model of scale 1 ： 2 is manufactured. The loading process is the input of E1 Centro wave, and the maximum accelerations of ground motion are respectively small and rare earthquake of 7,8 and 9 intensity. Based on the experiment, the earthquake waves of cracking, yielding and failing for the structure are obtained, they are small earthquake of 8 intensity, rare earthquakes of 7 intensity and 8 intensity. It is obvious that the composite structure posses better ductility and seismic property on the basis of the stiffness deteriorating curve, hysteresis curves and the displacement time curves obtained by the experiment. The vertical displacement of the braces top need not be considered under small earthquakes of 7,8 and 9 intensity, but it need be considered after the braces are attained to yield.

关 键 词：新型结构体系 抗震性能研究 拟动力试验 人字支撑复合结构 

分 类 号：TU352.11[建筑科学—结构工程] TU317