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基于准则法的钢筋混凝土框架结构优化设计
李刚1,陆海燕1,刘翔1,温宝君2
摘 要

(1 大连理工大学工程力学系工业装备国家重点实验室,大连  116023; 2 沈阳市民用建筑设计研究院,沈阳  100021)
[摘要]充分考虑建筑结构的特点,基于我国现行建筑结构规范相关条款提出了适合梁、柱的高效优化设计准则,分别以柱轴压比和梁配筋率为指标构造迭代格式。通过动态编程技术在建筑结构设计专用的SATWE软件上得到实现,对一个30层的结构进行了优化设计,结果表明该方法是有效的、可行的。
[关键词]高层建筑结构;框架结构;准则法;优化设计;可行域
Optimum design of reinforced concrete framework structure based on criteria method
Li Gang1, Lu  Haiyan1, Liu Xiang1, Wen Baojun2(1 Department of  Engineering Mechanics, State Key Laboratory of Structure Analysis of Industrial Equipment, Dalian University of Technology, Dalian 116023, China; 2 The Institute of Shenyang Civil Building Design, Shenyang 100021, China)
Abstract:Considering the features of building structures, an efficient optimal criteria algorithm is presented for beams and columns of reinforced concrete buildings based on the regulations in the current design codes, and  the recursive formulation with respect to the steel ratio and axis compression ratio is proposed. The optimal criteria algorithm is realized in the popular structural design software SATWE using dynamic programming technique. The optimal design of a practical 30-story building illustrates the efficiency and feasibility of the proposed method.
Keywords:tall building structure; frame structure; criteria method; optimization design; feasible region
*国家自然科学基金(10421002,50578028);辽宁省自然科学基金资助。作者简介:李刚(1966-),男,博士,教授,博士生导师,研究方向为结构可靠度、结构优化和结构抗震设计等。
参考文献
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