Bending Behavior of Steel Pipe Girders Filled with Ultralight Mortar-Reference-Cited by-同舟云学术

Bending Behavior of Steel Pipe Girders Filled with Ultralight Mortar

Published:2004-05 Issue:3 Volume:9 Page:297-303
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nakamura Shun-ichi¹,Hosaka Tetsuya²,Nishiumi Kenji³

Affiliation:

1. Professor, Dept. of Civil Engineering, Tokai Univ., 1117 Kitakaname, Hiratsuka 259-1292, Japan.

2. General Manager, Railway Engineering, 2-14-2 Nagatacho, Chiyoda, Tokyo, Japan 100-0014.

3. Senior Researcher, Nippon Steel Corporation, Futtsu, Chiba, Japan 113-8656.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282004%299%3A3%28297%29

Reference5 articles.

1. Hosaka T. Nakamura S. Umehara R. and Nishiumi K. (1997). “Design and experiments on a new railway bridge system using concrete filled steel pipes.” IABSE Symp. in Innsbruck IABSE Zurich 367–372.

2. Japanese Society of Civil Engineers (JSCE). (1996). Standard specification for concrete Chapter of design Japanese Society of Civil Engineers Tokyo.

3. Mander J. B. Priestly M. J. N. and Park R. (1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 1804–1826.

4. Design strategy to make steel bridges more economical.;Nakamura S.;J. Constr. Steel Res.,1998

5. New Structural Forms for Steel/Concrete Composite Bridges

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