Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings-Reference-Cited by-同舟云学术

Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings

Published:2009-04 Issue:4 Volume:135 Page:448-458
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ju Young K.¹²³,Chun Sung-Chul¹²³,Kim Sang-Dae¹²³

Affiliation:

1. Assistant Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 1, 5Ga, Anam, Sungbuk, Seoul, 136-701, South Korea.

2. Principal Researcher, Daewoo Institute of Construction Technology, 60, Songjuk, Jangan, Suwon, Kyonggi, 440-210, South Korea.

3. POSCO Chair Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 1, 5Ga, Anam, Sungbuk, Seoul, 136-701, South 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%290733-9445%282009%29135%3A4%28448%29

Reference19 articles.

1. Architectural Institute of Korea (AIK). (1995). “Code for design of reinforced concrete structure.” Architectural Institute of Korea Seoul.

2. BSI. (1990). “Part B: Appendix E. Simplified method of calculation for beams with shelf angles.” BS 5950.

3. Daewoo Institute of Construction Technology (DICT). (2001). “Development of proposed system.” Technical Rep. No. DEP-001-2001 Suwon.

Cited by 27 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Study on Retrofitting of Hot Rolled Steel Beams with Cold-formed Steel Encased Channels-Design Concept using Machine Learning Method;Engineering Structures;2023-12

2. Composite action in Shallow Steel-beam-Concrete Composite decks;Engineering Structures;2023-07

3. Full-Scale Floor System Testing for Future Hot-Rolled Asymmetric Steel I-Beams;Journal of Structural Engineering;2023-02

4. Design of mono-symmetric I-sections under combined load cases by the Overall Interaction Concept;Thin-Walled Structures;2023-01

5. O.I.C.-based design of mono-symmetric I-sections under simple load cases;Thin-Walled Structures;2022-05