New Songhua River Bridge: A Continuous Girder, Tied Arch, Hybrid Bridge with Four Rail Tracks in Harbin, China-Reference-Cited by-同舟云学术

New Songhua River Bridge: A Continuous Girder, Tied Arch, Hybrid Bridge with Four Rail Tracks in Harbin, China

Published:2016-08 Issue:3 Volume:26 Page:254-259
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Dai Gonglian¹,Su Miao¹,Liu Wenshuo¹,Chen Y. Frank²

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, China Contact:

2. Dept. of Civil Engineering, Pennsylvania State University, Middletown, USA

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686616X14555429843889

Reference8 articles.

1. Yi YK.Key-Problem Study for Design Theory of Bam-Arch Association Bridges [D]Tongji University: Shanghai, China, 2007.

2. Ke ZT, Du XT. Dynamic experiment survey of train-track-bridge system on the Jiujiang Yangtze River Bridge.Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation, Vols I and II. Beijing, China, 2009, 1019–1024.

3. Yu XD, Wu ZH. Transverse analysis of box-girder for continuous beam arch composite railway bridge.Progress in Industrial and Civil Engineering II2013; Pts 1–4: 1531–1537.

4. China Iron and Steel Industry Association. GB/T 714-2008. Structure Steel for Bridge. Standards Press of China: Beijing, China, 2008.

5. China Railway Corporation. TB10002.1-2005.Fundamental Code of Design on Railway Bridge and Culvert. China Railway Publishing House: Beijing, China, 2005.

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