期刊文献+

某超限高层建筑结构设计

Structural Design of a Out-of-Code High-rise Building
下载PDF
导出
摘要 成都某住宅小区1号楼是一座商住楼,底部2层为商场,3层及以上为住宅。该建筑地下2层,地上31层,总建筑面积22 475m2,其嵌固层楼板不连续、转换层上下刚度不连续,属于超限高层建筑。论文详细介绍了该建筑结构的设计要点、难点以及处理方法。 The No. 1 building of a certain residence d islrict in Chengdu is a high-rise building used for commercial and residential purposes, which has a 31 -storeys towerwith 2-storeys basement, with a total construction area o f22,475 square meters. The key points and difficulties of the structure design is described in detail in this paper. B asides, the main problems of the design and the method o fso lying them are also introduced.
作者 冯卓
出处 《工程建设与设计》 2014年第3期38-40,43,共4页 Construction & Design for Engineering
关键词 转换层 框支框架 超限高层 transfer story frame-supported shear wall out-of-codes high-rise building
  • 相关文献

参考文献3

  • 1建质[2010]109号.超限高层建筑工程抗震设防专项审查技术要点[Z].2010.
  • 2JGJ3-2010,高层建筑混凝土结构技术规程[S].
  • 3GB50011-2010,建筑抗震设计规范[S].

共引文献2137

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部