文章摘要
吕恒柱,鲁松,丁昕.吴江某文体中心项目体育馆结构分析与设计[J].安徽建筑大学学报,2017,25(5):5-10
吴江某文体中心项目体育馆结构分析与设计
Structural Analysis and Design of A Gymnasium in Wujiang Sports Center Project
  
DOI:10.11921/j.issn.2095-8382.20170502
中文关键词: 复杂多层结构  楼层开大洞  交叉斜撑  性能化设计
英文关键词: complex multilayer structure  large opening in the floor  cross diagonal brace  performance-based design
基金项目:/
作者单位
吕恒柱 南京金宸建筑设计有限公司江苏 南京 210019 
鲁松 南京中艺建筑设计院有限公司江苏 南京 210017 
丁昕 南京金宸建筑设计有限公司江苏 南京 210019 
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中文摘要:
      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。
英文摘要:
      he Gymnasium in One Sports Center Project in Wujiang is a frame-shear wall structure, which has 3 floors and the total height of 18 meters. 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.
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