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Design method of asymmetric leaning tower type cable-stayed landscape bridge
The invention relates to the field of landscape bridge design, and particularly discloses an asymmetric leaning tower type cable-stayed landscape bridge design method which comprises the steps that a, component parameters are simulated and determined; b, generating a finite element structure analysis model; c, structural analysis and calculation; d, exporting a calculation result of the model family (); e, exporting a calculation result of the model family (); f, checking the structure model; g, optimizing the section of the component and checking the bearing capacity. According to the design method, the defects that in the traditional landscape bridge design process, bridge shape finding is difficult, structure stress is improper, and redundant materials are wasted are overcome. By applying the design method, human input in the design process can be greatly reduced, rapid and efficient parameterized iterative design is carried out on the target design bridge by utilizing a digital means, an optimal scheme is sought in the design process, time cost input of a designer is reduced, efficiency is improved, and good economic benefits and social benefits are achieved.
本申请涉及景观桥梁设计领域,具体公开了一种非对称斜塔式斜拉景观桥设计方法,该方法包括:a、模拟并确定构件参数;b、生成有限元结构分析模型;c、结构分析计算;d、导出模型族()的计算结果;e、导出模型族()的计算结果;f、结构模型检验;g、构件截面优化及承载力校核。本设计方法改善了传统景观桥设计过程中桥梁找型困难、结构受力不当、浪费多余材料等缺点。通过运用该设计方法,能够大量减少设计过程中的人力投入,利用数字化的手段对目标设计桥梁进行快速、高效的参数化迭代设计,力求在设计过程中寻求最优方案,减少设计师的时间成本投入,提高效率,具有良好的经济效益和社会效益。
Design method of asymmetric leaning tower type cable-stayed landscape bridge
The invention relates to the field of landscape bridge design, and particularly discloses an asymmetric leaning tower type cable-stayed landscape bridge design method which comprises the steps that a, component parameters are simulated and determined; b, generating a finite element structure analysis model; c, structural analysis and calculation; d, exporting a calculation result of the model family (); e, exporting a calculation result of the model family (); f, checking the structure model; g, optimizing the section of the component and checking the bearing capacity. According to the design method, the defects that in the traditional landscape bridge design process, bridge shape finding is difficult, structure stress is improper, and redundant materials are wasted are overcome. By applying the design method, human input in the design process can be greatly reduced, rapid and efficient parameterized iterative design is carried out on the target design bridge by utilizing a digital means, an optimal scheme is sought in the design process, time cost input of a designer is reduced, efficiency is improved, and good economic benefits and social benefits are achieved.
本申请涉及景观桥梁设计领域,具体公开了一种非对称斜塔式斜拉景观桥设计方法,该方法包括:a、模拟并确定构件参数;b、生成有限元结构分析模型;c、结构分析计算;d、导出模型族()的计算结果;e、导出模型族()的计算结果;f、结构模型检验;g、构件截面优化及承载力校核。本设计方法改善了传统景观桥设计过程中桥梁找型困难、结构受力不当、浪费多余材料等缺点。通过运用该设计方法,能够大量减少设计过程中的人力投入,利用数字化的手段对目标设计桥梁进行快速、高效的参数化迭代设计,力求在设计过程中寻求最优方案,减少设计师的时间成本投入,提高效率,具有良好的经济效益和社会效益。
Design method of asymmetric leaning tower type cable-stayed landscape bridge
一种非对称斜塔式斜拉景观桥设计方法
XU LEI (Autor:in) / LI ZIQIAO (Autor:in) / WANG SHAOCHUN (Autor:in) / WANG ZEYU (Autor:in) / ZHANG YIZHOU (Autor:in) / CHEN YANZI (Autor:in)
28.01.2022
Patent
Elektronische Ressource
Chinesisch
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