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辅助墩的设置对斜拉桥内力的影响分析
引用本文:马宁.辅助墩的设置对斜拉桥内力的影响分析[J].辽宁交通科技,2014(6):32-35.
作者姓名:马宁
作者单位:沈阳市市政工程设计研究院,沈阳市110015
摘    要:以一座三跨(80m+ 180m+80m)预应力混凝土斜拉桥为工程背景,对有关辅助墩设置的三个计算模型的结果进行了对比,探讨了辅助墩与斜拉桥结构内力的关系,分析了辅助墩设置的合理位置.

关 键 词:斜拉桥  辅助墩  应力状态

Analysis on the Influence of Auxiliary Piers's Setting on the Internal Forces of the Cable-stayed Bridge
MA Ning.Analysis on the Influence of Auxiliary Piers's Setting on the Internal Forces of the Cable-stayed Bridge[J].Liaoning Communication Science and Technology,2014(6):32-35.
Authors:MA Ning
Abstract:Based on a PC cable - stayed bridge (80m + 180m + 80m), the results of three calculation model of auxiliary piers's setting has been compared. Relationship between auxiliary piers and cable -stayed bridge structure internal force has been discussed and the reasonable location of setting auxiliary pier has been discussed.
Keywords:Cable -stayed bridge  Auxiliary Pier  Stress state
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