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A specific rod model based efficient analysis and design of hanger installation for self-anchored suspension bridges with 3D curved cables

机译:基于特定杆模型的3D弯曲电缆自锚式悬索桥吊架安装的高效分析和设计

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摘要

Hanger installation is important in constructing self-anchored suspension bridges. The installation plan is obtained from comparative studies of concerned information in tentative construction steps. The comparisons are generally performed manually using detailed nonlinear finite element method (NFEM), particularly for those with 3D curved cables. However, the procedure is complex and time consuming. Thus, this study proposes an efficient method to analyze mainly concerned parameters of hanger installation plan, through which automatically optimized strategy of updating ideal construction steps is developed to yield the plan totally by linear coordinate iteration. To realize it, an indiscrimination coordinate rod model (ICRM) combined with coordinate iteration-based methods (CIMs) is proposed for the modeling of the construction steps. The ICRM simulates the major deformation system of the total bridge with specific rods, and then the CIMs identify its equilibrium by linear algorithms to solve the coordinates directly. On the basis, NFEM can be avoided and the design efficiency is greatly improved for the plan. The effectiveness of the proposed method is demonstrated by comparison case studies, field test verification and application discussion in a real-scale bridge. (C) 2015 Elsevier Ltd. All rights reserved.
机译:吊架的安装对于建造自锚式悬索桥非常重要。安装计划是从初步施工步骤中有关信息的比较研究中获得的。通常使用详细的非线性有限元方法(NFEM)手动进行比较,尤其是对于那些使用3D弯曲电缆的比较。但是,该过程复杂且耗时。因此,本研究提出了一种有效的方法来分析吊架安装计划中主要涉及的参数,从而开发出自动优化的更新理想施工步骤的策略,以通过线性坐标迭代来完全生成计划。为了实现这一目标,提出了一种不加区别的坐标杆模型(ICRM)和基于坐标迭代的方法(CIM),以对施工步骤进行建模。 ICRM模拟具有特定杆的全桥的主要变形系统,然后CIM通过线性算法识别其平衡,以直接求解坐标。在此基础上,可以避免NFEM,大大提高了计划的设计效率。对比案例研究,现场测试验证和在实际桥梁中的应用讨论证明了该方法的有效性。 (C)2015 Elsevier Ltd.保留所有权利。

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