摘要
通过对加气混凝土墙体竖向极限承载力的分析,结合分析结果,采用最优的模型方案,探讨低周反复荷载作用下墙体的延性、滞回等一些抗震性能。分析探讨开洞后墙体在中心荷载及偏心荷载作用下的抗震性能,综合所有分析结果,提出加固及改进措施,以供参考。
The vertical ultimate bearing capacity of aerated sults of the analysis,using the model of the optimal solution,the concrete wall. was analyzed in this article. Combined with the re- ductility,hysteresis and other seismic performance of the wall un- der low cyclic loading were discussed. Finally, seismic behavior of the wall with holes under the central load and eccentric load were analyzed and discussed. Based on all the analysis results,reinforcement and improvement measures are proposed for reference.
出处
《新型建筑材料》
2014年第4期42-45,共4页
New Building Materials
基金
河北省建设厅计划项目(2012-125)
关键词
配筋加气混凝土
低周反复荷载
抗震性能
延性
reinforced aerated concrete wall：low cyclic loading：seismic performance：ductility
