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面向对象的PC梁桥CAD优化估束方法研究
引用本文:贾佳,;张会民,;陈方东.面向对象的PC梁桥CAD优化估束方法研究[J].水运科技信息,2009(4):13-15.
作者姓名:贾佳  ;张会民  ;陈方东
作者单位:[1]浙江交通职业技术学院,杭州311112; [2]吉林省四平市公路勘测设计院有限公司,四平136000; [3]浙江省交通规划设计研究院,杭州310006
摘    要:PC梁桥的配束计算是工程设计中烦琐而又关键的过程,通过采用面向对象的程序设计技术,开发基于工程设计对象的预应力混凝土连续梁桥自动优化估束CAD技术,并根据主梁结构模型利用有限元分析程序计算结构内力及作为估束内力反馈给估束模块使用,建立的预应力钢束优化数学模型,可以实现钢柬用量的优化设计计算,满足工程设计需要。

关 键 词:PC梁桥  面向对象  预应力钢束  优化

Research on Object-oriented Computer Aided Tendon Design of Prestressed Continuous Girder Bridge
Institution:Jia Jia, Zhang Huimin,Chen Fangdong ( 1. Zhejiang lnsititude of Communications, H angzhou 311112, China; 2. Siping Highway Survey and Design Institude Co. Ltd. , Siping 136000,China; 3. Zhejiang Provincial Plan Design &Research Institude of Communications, Hangzhou 310006,China)
Abstract:Based on the object-oriented programming (OOP) technology, the CAD program which is used for optimizing calculation of the tendon in prestressed concrete continuous girder bridges is designed. By the FEM program, the structural internal force is calculated, and the data are fed back to the system for optimizing calculation. Then the mathematic optimizing model and solution for the tendon are generated, as well as the program is designed, in order to implement the optimizing calculation of the tendon amount.
Keywords:prestressed concrete bridge  object oriented prograrnming~ prestressed tendons  optimization
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