| CANGARAN大桥钢管混凝土拱肋截面强度计算 |
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| 引用本文： | 黄福铁. CANGARAN大桥钢管混凝土拱肋截面强度计算[J]. 交通科技与经济, 2010, 12(3): 84-86 |
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| 作者姓名： | 黄福铁 |
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| 作者单位： | 福建省第一公路工程公司,福建,泉州,362000 |
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| 摘 要： | 结合施工实践，根据钢管混凝土拱桥的受力特点，介绍对钢管混凝土拱肋正截面强度进行计算的两种方法，并引用实例对两种方法分别在使用荷栽及极限承载作用下的计算结果进行分析比较，为同类型构件的设计施工提供参考。
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| 关 键 词： | 钢管混凝土 拱肋 强度计算 |
The Cross-section's Strength Calculation of Steel Pipe-concrete Arch in CANGARAN Bridge |
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| HUANG Fu-tie. The Cross-section's Strength Calculation of Steel Pipe-concrete Arch in CANGARAN Bridge[J]. Technology & Economy in Areas of Communications, 2010, 12(3): 84-86 |
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| Authors: | HUANG Fu-tie |
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| Affiliation: | The First Highway Engineering Company of Fujian Province/a>;Quanzhou 362000/a>;Fujian/a>;China |
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| Abstract: | Combined with construction practice,depending on the Arch of features,describes tubular arch rib section bearing strength of the second method,and referring to the second method,respectively,in the use of load-bearing load and evaluate subjected to compare,is of the same type of component in the design and construction. |
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| Keywords: | concrete filled steel tube tubular arch rib strength calculation |
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