| 连续梁桥钢束优化系统的开发研究 |
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| 引用本文： | 张省侠,何俊辉,赵艳纳.连续梁桥钢束优化系统的开发研究[J].交通标准化,2008(9):136-139. |
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| 作者姓名： | 张省侠 何俊辉 赵艳纳 |
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| 作者单位： | 1. 陕西交通职业技术学院,陕西,西安,710018
2. 长安大学特殊地区公路工程教育部重点实验室,陕西,西安,710064 |
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| 摘 要： | 通过利用数学规划手段而建立的预应力钢束优化模型。以及基于面向对象技术与编程方法建立的布束系统与预应力施工图纸绘制系统，可实现连续梁桥设计计算与绘制施工图纸的一体化，使得设计工作者从繁杂的工作中解脱出来，保证设计质量。缩短设计周期。
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| 关 键 词： | 连续预应力梁桥 钢束优化 开发平台 有限元 交互处理 |
Development of Continuous Beam Bridge Steel Bundle Optimization System |
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| ZHANG Sheng-xia,HE Jun-hui,ZHAO Yan-na.Development of Continuous Beam Bridge Steel Bundle Optimization System[J].Communications Standardization,2008(9):136-139. |
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| Authors: | ZHANG Sheng-xia HE Jun-hui ZHAO Yan-na |
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| Institution: | ZHANG Sheng-xia, HE Jun-hui, ZHAO Yan-na (1.Shaanxi College of Communication Technology, Xi＇an 710018, China; 2. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang＇an University, Xi＇an 710064, China) |
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| Abstract: | The prestress steel bundle optimization model established on the basis of mathematics planning means, the strands arrangement system and the drawing system of prestress construction document based on object-oriented technology and programming method, these realizes the incorporation of continuous beam bridge design calculation and drawing construction document. It can emancipate the designers from the troublesome work, and guarantee the design quality, shorten design period. |
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| Keywords: | continuous prestressed bridge steel bundle optimization development flatform finite element interacting process |
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