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考虑动力特性约束的斜拉桥优化设计新方法

A New Method for Optimized Design of Cable-Stayed Bridge with Consideration of Dynamic Characteristic Constraint
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摘要 文章通过运用一阶优化计算方法并引入灵敏度分析,提出了带频率约束条件的斜拉桥优化设计方法,并以通用有限元软件ANSYS为平台,编制了相应的程序,实现了斜拉桥结构在频率、应力、变形等约束条件下的设计优化。通过舟山金塘门大桥工程实际算例,证明该方法适合工程应用。 Dynamic characteristic is a very important index in the design of cable-stayed bridges. Most of the current optimized methods haven't taken dynamic characteristic (such as inherent frequency etc) into consideration as the constraint condition in optimization. Based on the application of first-order optimized calculation and sensitive analysis, an optimized design method with frequency constraint for cable-stayed bridge is proposed in the paper, and a relevant program has been made with general finite element software ANASYS as the base platform, to realize the design optimization of cable-stayed bridge structure under the constraint conditions of frequency, stress, deformation etc. The calculations for actual projects show that the method is applicable in projects.
出处 《中国市政工程》 2004年第2期12-14,共3页 China Municipal Engineering
关键词 斜拉桥 优化设计 结构优化 动力特性 频率约束 cable-stayed bridge, structural optimization, dynamic characteristic, frequency constraint
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参考文献3

  • 1Leary 0 J 0', Williams F W, Kennedy D. Optimum stiffened panel design with fundamental frequency constraint. Thin-walled structures, 2001
  • 2Simoes LMC, Negrao JH. Sizing and geometry optimization of cablestayed bridges. Computers and structures, 1994,52:309-21
  • 3Negrao JH, Simoes LMC. Optimization of cable-stayed bridges with three-dimensional modeling. Computers and structures, 1997,64:741-58.

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