2017, 9(2): 98-102. doi: 10.16670/j.cnki.cn11-5823/tu.2017.02.17
合肥某超限高层结构设计
悉地国际设计顾问(深圳)有限公司，上海 200433 |
Structural Design of Out-of-Code High-Rise Building in Hefei
CCDI, Shanghai 200433, China |
引用本文:
杜锋. 合肥某超限高层结构设计[J]. 土木建筑工程信息技术,
2017, 9(2): 98-102.
doi: 10.16670/j.cnki.cn11-5823/tu.2017.02.17
Citation:
Du Feng. Structural Design of Out-of-Code High-Rise Building in Hefei[J]. Journal of Information Technologyin Civil Engineering and Architecture,
2017, 9(2): 98-102.
doi: 10.16670/j.cnki.cn11-5823/tu.2017.02.17
摘要:合肥某超限高层是一栋172.8m高钢筋混凝土框架-核心筒结构，地下2层，地上46层。本文介绍该超限高层的结构选型、基础设计、上部结构主要计算分析结果、中震性能设计、大震弹塑性分析结果以及针对性抗震措施。分析表明，该结构能够满足规范要求，达到预期的抗震性能目标。
Abstract: This paper introduces anout-of-code high-rise building in Hefei, which is a 172.8m-high reinforced concrete frame-core structure, with 46 floors and 2 floors in basement. In this paper, the author introduces the high-rise building through its selection of the structure, design of foundation, main results of the structural calculations, seismic performance design, seismic elastic-plastic analysis results and the seismic measures, respectively. Analysis shows that the structure meets thecode requirements, and achieves the expected seismic performances.
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