| 先简支后连续桥梁的设计计算 |
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| 引用本文： | 杨云蓉,陈少珍.先简支后连续桥梁的设计计算[J].山西建筑,2003,29(8):239-240. |
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| 作者姓名： | 杨云蓉 陈少珍 |
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| 作者单位： | 1. 山西省交通规划勘察设计院,山西,太原,030012
2. 同济大学,上海 200092 |
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| 摘 要： | 介绍了先简支后连续桥梁的设计计算方法，从受力特点、盖梁的计算、桥墩的计算等方面进行了论述，指出该桥梁具有连续梁行车舒适的优点。
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| 关 键 词： | 简支后连续桥梁 支座反力 设计计算 盖梁 桥墩 |
| 文章编号： | 1009-6825(2003)08-0239-02 |
| 修稿时间： | 2003年4月13日 |
Calculation of the continuous bridge erected as simple-supported beam in advance |
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| YANG Yun rong,CHEN Shao zhen.Calculation of the continuous bridge erected as simple-supported beam in advance[J].Shanxi Architecture,2003,29(8):239-240. |
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| Authors: | YANG Yun rong CHEN Shao zhen |
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| Affiliation: | YANG Yun rong 1 CHEN Shao zhen 2 |
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| Abstract: | The design and calculation method is introduced for the continuous bridge erected as simple supported beam in advance. And based upon discussion on mechanical behavior, beam design and calculation of bridge pier the advantages of this bridge are pointed out. |
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| Keywords: | simple support continuous end reaction |
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