建筑结构2024,Vol.54Issue(7) :23-29.DOI:10.19701/j.jzjg.LS220057

济南华润万象城抗震性能分析与设计

Seismic performance analysis and design of Jinan China Resources Mixc

杜鹏 杨坛 高斌 王欲秋
建筑结构2024,Vol.54Issue(7) :23-29.DOI:10.19701/j.jzjg.LS220057

济南华润万象城抗震性能分析与设计

Seismic performance analysis and design of Jinan China Resources Mixc

杜鹏 1杨坛 1高斌 1王欲秋2
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作者信息

  • 1. 同圆设计集团股份有限公司,济南 250101
  • 2. 济南市规划设计研究院, 济南 250101
  • 折叠

摘要

济南华润万象城为一栋结构高度 41.2m的超限高层商业建筑,采用框架-剪力墙结构.结构中同时存在扭转不规则、平面开洞、大跨度结构、大悬挑结构、斜柱、桁架悬挑等多项平面及竖向不规则情况.采用多种计算程序进行了抗震性能分析,其结果均满足既定的抗震性能目标.对复杂商业中的各关键部位设计进行了多方案比选,确定了合理的结构布置和适当的构造措施,取得了良好的效果.

Abstract

Jinan China Resources Mixc is an out-of-code high-rise commercial building with a structural height of 41.2m,which adopts a frame-shear wall structure.There are many plane and vertical irregularities in the structure,such as irregular torsion,plane opening,long span structure,large span cantilevered structure,inclined column,and cantilever truss,and so on.The seismic performance analysis was carried out by using various calculation programs,and those results all meet the established seismic performance targets.The design of each key part in the complex commercial has been compared with multiple options,and reasonable structural arrangement and appropriate structural measures have been determined,and finally the good results have been achieved.

关键词

超限高层结构/抗震性能设计/弹塑性分析/依附式挡土墙/斜柱悬挑/型钢混凝土

Key words

out-of-code high-rise structure/seismic performance design/pushover analysis/attached retaining wall/inclined column cantilever/steel reinforced concrete

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出版年

2024
建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
参考文献量20
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