桁架修改与优化对新桥性能的影响

CI-TECH Pub Date : 2021-11-20 DOI:10.33005/ci-tech.v2i2.40
Sumaidi Wijaya, Anna Rumintang
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引用次数: 0

摘要

雪班江大桥是连接雪班江Sidoarjo公园和泗水Mastrip路的钢架桥。重新设计,以确定是否与不同类型和形状的框架可以得到一个桥梁,保持坚固,承担的负担,但更经济,即通过减少钢型材的使用。采用SAP2000软件对桥梁结构进行分析和建模。在现有条件和订单配置结果以及配置优化的框架下进行建模。正确配置的结果将提供更好的效率,从而可以在沙班江大桥上进行钢型材减容的优化。关键词:
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THE EFFECT OF TRUSS MODIFICATION AND OPTIMIZATION ON THE PERFORMANCE OF THE NEW BRIDGE SEPANJANG
The Sepanjang bridge is a steel frame bridge that connects Sepanjang Sidoarjo Park and Surabaya's Mastrip Road. Redesigned to determine whether with different types and shapes of frames can get a bridge that remains strong to bear the burden carried but more economical, namely by reducing the steel profile used. Analysis and modeling of the bridge structure along will be carried out using SAP2000 software. Modeling is done with the framework of existing conditions and order configuration results and configuration optimization. The result with the right configuration will provide better efficiency, so that the optimization of the steel profile reduction can be done on the Sepanjang Bridge. Keywords:  
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