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某“Z 形”平面高层结构设计与分析
沈晓明, 王 鹏, 杨律磊, 孙意斌, 崔 健
摘 要

(中衡设计集团股份有限公司, 苏州 215123)

摘要: 某高层酒店办公楼的平面呈现明显的“Z 形”,存在组合平面、扭转不规则及跃层斜柱等不规则项,并通过大跨钢连廊与裙房相连. 结合项目主要特点,详细介绍了结构设计要点,对细腰区域楼板及竖向构件、跃层斜柱等关键构件制定了相应的抗震加强措施ꎻ并通过地震作用下的整体分析计算,对结构抗震性能进行了验证,基于分析结果对薄弱部位进行了加强. 分析结果表明,结构具有良好的刚度、承载力及变形耗能能力,符合规范和抗震概念设计要求.

关键词: “Z 形”平面;高层建筑;跃层斜柱;抗震加强措施;专项分析

中图分类号:TU973 文献标志码:A 文章编号:1002-848X(2022)20-0092-07

DOI:10.19701 / j.jzjg.ZJ220014

Design and analysis of a high-rise structure with “Z-shaped” plane

SHEN Xiaoming, WANG Peng, YANG Lülei, SUN Yibin, CUI Jian

(ARTS Group Co. , Ltd. , Suzhou 215123, China)

Abstract: The plane of a high-rise hotel office building presents an obvious “Z-shape”, there are irregular items such ascombined planes, torsional irregularities and jump-storey inclined columns, and the buildings are connected to the podiumthrough large-span steel corridors. Combined with the main features of the project, the main points of structural design wereintroduced in detail, and corresponding seismic strengthening measures were formulated for key components such as floorslabs in the slender waist area, vertical components, and jump-storey inclined columns. The seismic performance of thestructure was verified through the overall analysis and calculation under the action of earthquake, and the weak parts werestrengthened based on the analysis results. The analysis results show that the structure has good stiffness, bearing capacityand deformation energy dissipation capacity, which meets the requirements of specification and seismic conceptual design.

Keywords: “ Z-shaped ” plane;high-rise building;jump-storey inclined column;seismic strengthening measureꎻspecialized analysis

第一作者:沈晓明,硕士,高级工程师,一级注册结构工程师,主要从事大跨空间钢结构和复杂高层建筑的结构设计工作,Email: shenxiaoming@ artsgroup. cn.

[引用本文] 沈晓明,王鹏,杨律磊,等. 某“Z 形”平面高层结构设计与分析[J]. 建筑结构,2022,52(20):92-98.SHEN Xiaoming,WANG Peng,YANG Lülei,et al. Design and analysis of a high-rise structure with “Z-shaped” plane[J].Building Structure,2022,52(20):92-98.

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