Study on steel box girder bridges partly stiffened by CFT arch ribs-Reference-Cited by-同舟云学术

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Study on steel box girder bridges partly stiffened by CFT arch ribs

Published:2012-03 Issue: Volume:70 Page:28-35
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Okamoto Yutaka,Nakamura Shunichi,Tanaka Hiroyasu,Moriya Yoshihiro

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Design and construction of the Shin-Toyo Bridge (in Japanese);Kitajima;Bridge Found,2007

2. New structural forms of steel concrete composite bridges, structural engineering international;Nakamura;J IABSE,2000

3. Static analysis of cable-stayed arch bridge with concrete filled steel pipes;Nakamura,2009

4. Specifications for highway bridges, I. General and II. Steel bridges;Japan Road Association,2002

5. Guidelines for performance verification of steel-concrete hybrid structures;Japan Society of Civil Engineers,2006

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1. An analysis method of vehicle–bridge coupling vibration considering effects of expansion joint parameters and its application;Structural Control and Health Monitoring;2022-08-13

2. Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced dynamic response;Frontiers of Structural and Civil Engineering;2020-08

3. Shear buckling behavior of a plate composite girder using concrete-filled steel tube structures;International Journal of Advanced Structural Engineering;2019-08-26

4. Accumulative Bayesian detection of displacement constants of a hybrid indeterminate box girder with variable scale gradient theory;Advances in Mechanical Engineering;2019-02

5. Study of creep effects in a long-span concrete-filled steel tube arch bridge;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2018-08

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