The Bearing Capacity Calculating of the CFST Arch Bridges

Journal of Chongqing Jiaotong University(Natural Science) ›› 1999, Vol. 18 ›› Issue (2): 8-12.

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The Bearing Capacity Calculating of the CFST Arch Bridges

Tu Lin

Department of Bridge Engineering, Chongqing Jiaotong Institute 400074

Received:1998-10-05 Online:1999-04-20 Published:2016-10-31

钢管砼拱桥承载力计算

涂凌

重庆交通学院桥梁工程系, 400074

作者简介:涂凌,女,1964年生,讲师,硕士.

Abstract

Abstract: In recent years the concrete filled steel tubular(CFST) arch bridge has been developed rapidly, but the calculating method of its bearing capacity lags behind comparatively.This paper discusses the imperative problems about reliability system and the solid-web section.

Key words: CFST arch bridge, bearing capacity calculating, reliability, solid-web section

摘要： 针对目前钢管砼拱桥迅速发展,而其承载力计算方法却相对滞后的情况,讨论急需解决的可靠度体系问题和实腹式截面问题.

关键词: 钢管砼拱桥, 承载力计算, 可靠度, 实腹式截面

Tu Lin. The Bearing Capacity Calculating of the CFST Arch Bridges[J]. Journal of Chongqing Jiaotong University(Natural Science), 1999, 18(2): 8-12.

涂凌. 钢管砼拱桥承载力计算[J]. 重庆交通大学学报（自然科学版）, 1999, 18(2): 8-12.

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The Bearing Capacity Calculating of the CFST Arch Bridges

钢管砼拱桥承载力计算

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