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某超限高层框架-核心筒结构优化设计

钟建敏

结构工程师2018,Vol.34Issue(2):33-40,8.
结构工程师2018,Vol.34Issue(2):33-40,8.

某超限高层框架-核心筒结构优化设计

A Super High-rise Frame-core Wall Structure Optimization Design Example

钟建敏1

作者信息

  • 1. 苏州九城都市建筑设计有限公司,苏州215123
  • 折叠

摘要

Abstract

Taken a super high-rise frame-core wall structure as an example,comprehensive optimization of the original structural design calculation parameters,structural loads,walls,columns,beams,plates,roof steel structure brackets and raft foundation was conducted,where the structural stiffness,weight and cost were set as control objectives,while meeting the structural specifications and transfinite review requirements.Comparison of the stiffness,seismic performance and cost between the original design and the optimized one was conductedby PKPM software.The results show that all the indicators meet the specification requirements,and benefits such as reduced structural weight,reduced earthquake action,more reasonable stiffness distribution,increased ductility and structural safety,increased indoor space,shortened construction period and reduced construction cost of 22 million 946 thousand and 800 yuan profit.

关键词

超限高层结构/框架-核心筒/优化设计/造价分析

Key words

super high-rise structure/frame-core wall/design optimization/cost analysis

引用本文复制引用

钟建敏..某超限高层框架-核心筒结构优化设计[J].结构工程师,2018,34(2):33-40,8.

结构工程师

OA北大核心CSTPCD

1005-0159

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