Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams-Reference-Cited by-同舟云学术

Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams

Published:2005-07 Issue:4 Volume:10 Page:490-496
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ito Mitsuru¹²³⁴,Nozaka Katsuyoshi¹²³⁴,Shirosaki Takahiro¹²³⁴,Yamasaki Kenjiro¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Ritsumeikan Univ., Noji-Higashi 1-1-1, Kusatsu, Shiga 525-8577, Japan.

2. Research Associate, Dept. of Civil Engineering, Ritsumeikan Univ., Noji-Higashi 1-1-1, Kusatsu, Shiga 525-8577, Japan.

3. Structural Engineer, West Japan Railway Company, Shibata 2-4-24, Osaka Osaka, 530-8341, Japan.

4. Design Engineer, Aratani Civil Engineering Consultants Co., Ltd., Eba-Nishi 1-25-5, Naka-ward, Hiroshima, Hiroshima 730-0831, 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%282005%2910%3A4%28490%29

Reference16 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1986). “Guide specification for alternate load factor design procedures for steel beam bridges using braced compact section.” Washington D.C.

2. American Institute of Steel Construction (AISC). (1978). “Specification for the design fabrication and erection of structural steel for buildings.” Chicago.

3. Report of the subcommittee 1 on hybrid beams and girders Joint ASCE-AASHTO committee on flexural members: Design of hybrid steel beams;American Society of Civil Engineers;Proc., ASCE,1968

4. Finite element evaluation of pier moment-rotation characteristics in continuous-span steel I Girders

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