- 其他
- 文章编号：1009-6000(2019)12-0126-05
- 中图分类号：TU241.8 文献标识码：B
- Doi：10.3969/j.issn.1009-6000.2019.12.018
- 作者简介：凌建宏，男，南京工业大学，大学本科，南京市建设工程施工图设计审查管理中心从事施工图审查管理工作。
- 某超高超限办公楼结构抗震设计分析
- Seismic Design Analysis of An Ultra-high and Over-limit Office Buildin
- 凌建宏
- LING Jianhong
- 摘要：
本文以某长宽为36.0mx52.0m、地下4 层、地上38 层、高度为154m 的建筑为例，探讨超高超限工程项目设计方法，采用多种不同计算软件对结构进行计算分析，采取提高其抗震措施等方法来保证主体结构的安全性。 - 关键词：
超高超限建筑；结构抗震设计；分析；措施 - Abstract: In this paper, a building with a length and width of 36.0 mx52.0 m, 4 underground floors, 38 above ground floors and a height of 154m is taken as an example to study the design method of ultra-high and over-limit engineering projects. A variety of calculation software is used to analyze the structure and improve its seismic measures to ensure the safety of the structure.
- Key words: ultra-high and over-limit buildings; seismic design for engineering structures; analysis; measures