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SAP2000独柱墩弯桥横向抗倾覆计算方法

张洪俊

现代交通技术2025,Vol.22Issue(2):34-39,6.
现代交通技术2025,Vol.22Issue(2):34-39,6.

SAP2000独柱墩弯桥横向抗倾覆计算方法

SAP2000 Calculation Method for Lateral Anti-overturning of Curved Bridge with Single Pier

张洪俊1

作者信息

  • 1. 南京市市政设计研究院有限责任公司,南京 210008
  • 折叠

摘要

Abstract

The nonlinear temperature gradient of element section is equivalent transformed into a combination of uniform and linear temperature gradients in the research,so that the nonlinear temperature gradient effect of element section can be calcu-lated.Based on influence lines,the most unfavorable position of live load is distributed manually,so that the concurrent reac-tion force of moving load can be calculated.Then SAP2000 software can achieve the function of anti-overturning checking cal-culation of bridge.Taking the 2 × 16 m ramp curved bridge as an example,the structural gravity,foundation displacement,moving load,wind load and temperature gradient are calculated.Then,according to relevant specifications,SAP2000 software is used to check the lateral anti-overturning of the bridge,and Dr.Bridge software and MIDAS software are used to verify.

关键词

SAP2000/抗倾覆验算/非线性温度梯度/并发反力

Key words

SAP2000/anti-overturning checking/nonlinear temperature gradient/concurrent reaction force

分类

交通运输

引用本文复制引用

张洪俊..SAP2000独柱墩弯桥横向抗倾覆计算方法[J].现代交通技术,2025,22(2):34-39,6.

现代交通技术

1672-9889

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