摘要
通过一栋用夹板墙加固的多层混合结构房屋的弹塑性地震反应分析,研究了加固后房屋的整体工作性能和加固效果.结果表明,加固后房屋的抗震烈度至少可以提高一度.
Elastoplastic dynamic analysis was carried out for a masonry structure strengthened with steel meshed cement mortar. The whole working and strengthening effect of the structure are studied. As a result, the erathquake intensity resisted by the strengthened building can at least be increased by one degree than when not strengthened.
出处
《西安建筑科技大学学报(自然科学版)》
EI
CSCD
1998年第3期253-256,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)