| 钢-混凝土组合弯梁桥设计计算实例 |
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| 引用本文： | 廖莲姣.钢-混凝土组合弯梁桥设计计算实例[J].城市道桥与防洪,2013(4):88-91,11. |
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| 作者姓名： | 廖莲姣 |
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| 作者单位： | 深圳市综合交通设计研究院,广东深圳,518003 |
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| 摘 要： | 简要介绍了2孔33 m钢-混凝土组合梁桥桥型及截面特点。同时针对目前尚无专门用于分析钢-混凝土组合弯梁桥的计算软件,在采用桥梁博士程序3.1.0版按照直梁桥进行结构的精确计算分析的同时,空间分析采用3D-BSA2006弯坡斜桥空间分析程序进行校核,对内外侧支座反力进行对比分析。
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| 关 键 词： | 钢-混凝土组合弯梁桥 设计 计算 |
Design and Calculation of Steel-Concrete Combined Curved Girder Bridge |
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| Liao Lianjiao.Design and Calculation of Steel-Concrete Combined Curved Girder Bridge[J].Urban Roads Bridges & Flood Control,2013(4):88-91,11. |
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| Authors: | Liao Lianjiao |
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| Institution: | Liao Lianjiao |
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| Abstract: | The article briefly introduces the bridge type and the sectional characteristics of 2-span 33-m steel-concrete combined girder bridge.Also aiming at no special software to analyze the steel-concrete combined curved girder bridge now,the software – the bridge Dr.Program version 3.1.0 is adopted to accurately calculate and analyze the structure based on straight beam bridge,and is also enable to check through the spatial analysis of adopting 3D-BSA2006 slope skew bridge spatial analysis program.The article contrasts and analyzes the bearing reaction forces at the inside and the outside. |
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| Keywords: | steel-concrete combined curved girder bridge design calculation |
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