Dynamic Response of Half-Through Steel Arch Bridge Using Fiber Model-Reference-Cited by-同舟云学术

Dynamic Response of Half-Through Steel Arch Bridge Using Fiber Model

Published:2001-12 Issue:6 Volume:6 Page:482-488
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nonaka Tetsuya¹²³,Ali Asghar¹²³

Affiliation:

1. P.E., Member, ASCE

2. General Mgr., Yamato Engineering, Tokyo 135, Japan.

3. Mgr., Yamato Engineering, Tokyo 135, Japan.

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%282001%296%3A6%28482%29

Reference9 articles.

1. Fujitani Y. ( 1990). Structural analysis of thin beams—Limit analysis method series by computer Baifukan Tokyo.

2. Horinouchi S. Irie T. Nakagawa K. and Otani M. ( 1995). “Design of half-through rosette bridge controlled by live load deformation.” I-37 Exhibition Committee of Japan Society of Civil Engineers West Branch Kyushu Japan 74–75.

3. Japan Association of Steel Structures (JASS). ( 2000). “Benchmarks for the seismic analysis of steel structures and advancements in the seismic design methods.” Rep. Subcommittee of Seismic Des. of Steel Bridges Special Committee on Civil Steel Structures of Present Era Tokyo.

4. Japan Society of Civil Engineers (JSCE). ( 1996). “Seismic design guide plan and new techniques regarding seismic design of steel bridges.” Rep. Seismic Des. Study Working Group New Tech. Subcommittee of Steel Struct. Steel Structures Committee of JSCE Tokyo.

5. Nishikawa K. Murakoshi J. Takahashi M. Okamoto T. Ikeda S. and Morishita Y. ( 1999). “Experimental investigation regarding the proof stress and ductility of steel frame pier.” Proc. JSCE Tokyo 45A 235–244.

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