公路高柔桥墩受力浅析 |
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引用本文: | 卓斌.公路高柔桥墩受力浅析[J].北方交通,2006(11):48-51. |
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作者姓名: | 卓斌 |
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作者单位: | 辽宁省交通勘测设计院,沈阳,110005 |
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摘 要: | 以弯沟1号高架桥为例,考虑温度、混凝土收缩和徐变、纵桥向风力以及汽车制动力等作用,对公路高柔桥墩进行了受力计算,并分别采用中国规范、美国规范给定的方法对几何非线性效应进行了分析,对不同方法得到的结果进行了比较和讨论。
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关 键 词: | 先张预应力混凝土 T形梁 高架桥 高柔桥墩 几何非线性效应 |
Superficial Analysis of Load Bearing of Elevated Bridge Pier on Highway |
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Authors: | Zhuo Bin |
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Abstract: | As example with elevated bridge NO. 1 at Wangou, based on temperature shrinkage and creep of concrete,longitudinal wind power to bridge as well as brake force of auto, the paper computes load - bearing of ele vated bridge pier, analyzes geometry nonlinear effect by methods given by specification of China and specification of U. S. A. , and makes comparison and discussion of results obtained by different method. |
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Keywords: | Concrete T- beam prestressed by pretensioning method Elevated bridge Tall and flexibility pier Geometry nonlinear effect |
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