Flexural Strength and Rotation Capacity of I-Shaped Beams Fabricated from 800-MPa Steel-Reference-Cited by-同舟云学术

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Flexural Strength and Rotation Capacity of I-Shaped Beams Fabricated from 800-MPa Steel

Published:2013-06 Issue:6 Volume:139 Page:1043-1058
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Cheol-Ho¹,Han Kyu-Hong²,Uang Chia-Ming³,Kim Dae-Kyung²,Park Chang-Hee²,Kim Jin-Ho⁴

Affiliation:

1. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 151-742, Korea (corresponding author).

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 151-742, Korea.

3. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92122.

4. Dept. Director, Dept. of Building Structure and Materials Research, Steel Structure Research Division, RIST, Incheon 406-840, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000727

Reference25 articles.

1. Bansal J. P. (1971). “The lateral instability of continuous steel beams.” Ph.D. dissertation Texas Univ. Austin TX.

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