摘要
吴江某文体中心项目体育馆为框架-剪力墙结构,单体3层,总高18 m,为特别不规则的多层建筑。明确结构超限类别及抗震性能目标,进行小震弹性时程分析;考虑项目为当地社会影响大的重要建筑,补充结构大震动力弹塑性分析,并针对结构关键部位进行深化分析,采取合理的抗震构造措施,使得工程在地震作用下具有较好的安全储备,对类似结构形式具有一定的借鉴意义。
The Gymnasium in One Sports Center Project in Wujiang is a frame-shear wall structure,which has3floors and the total height of18meters.Iit’s a particularly irregular multi-storey building.This paper introduces the structure of the transfinite category and seismic performance objectives,analysis of small earthquakes,the elastic elastic time history analysis under the earthquake;consider the importance of the project with great influence,supplement dynamic elastoplastic analysis of large earthquake,further analysis of the key parts of the structure,adopt reasonable seismic fortification measures,the project has good safety under earthquake.It can be used for reference to similar structures.
作者
吕恒柱
鲁松
丁昕
LV Hengzhu;LU Song;DING Xin(Nanjing Kingdom Architecture Design Co, Ltd, Jiangsu Nanjing, 210017, China;Nanjing Zhongyi Architecture Design Co, Ltd, Jiangsu Nanjing, 210017, China)
出处
《安徽建筑大学学报》
2017年第5期5-10,共6页
Journal of Anhui Jianzhu University
关键词
复杂多层结构
楼层开大洞
交叉斜撑
性能化设计
complex multilayer structure
large opening in the floor
cross diagonal brace
performance-based design
