Structural Study of Arch Bridge with a Span of 600m Part I: Trial Design

Abstract:

Article Preview

The trial design of a proposed arch bridge with a span of 600m is made. Static performance, static stability, and vibration characteristics of this type of bridge are discussed by structural mechanical analysis. The project’s characteristics in finish state are summarized, and it is proved to be available to use this type of arch bridge at the span of 600m.

Info:

Periodical:

Edited by:

Honghua Tan

Pages:

289-293

DOI:

10.4028/www.scientific.net/AMM.138-139.289

Citation:

Y. Z. Xie "Structural Study of Arch Bridge with a Span of 600m Part I: Trial Design", Applied Mechanics and Materials, Vols. 138-139, pp. 289-293, 2012

Online since:

November 2011

Authors:

Export:

Price:

$35.00

[1] Wang Yuanyang, Chen Baochun. Concrete Arch Bridge Research with a span of 1000m [J]. World Bridges, 2006, (1): 1-3.

[2] Ye Jianlong, Sun Jianyuan, Shi Dong. Determination and Analysis of Tensile Force of Flexible Hanger Rods for Beam-Arch Combination Bridge [J]. Bridge& Structure, 1999, (04): 21-25.

In order to see related information, you need to Login.