Design of Wide-Flange Section Column-to-Split-Tee Tensile Connection with High-Strength Bolts-Reference-Cited by-同舟云学术

Design of Wide-Flange Section Column-to-Split-Tee Tensile Connection with High-Strength Bolts

Published:2007-03 Issue:3 Volume:133 Page:335-346
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Harada Yukihiro¹²,Morita Koji¹²

Affiliation:

1. Associate Professor, Graduate School of Science and Technology, Chiba Univ., 1-33 Yayoi, Inage, Chiba 263-8522, Japan. E-mail: yharada@faculty.chiba-u.jp

2. Professor, Dept. of Design and Architecture, Faculty of Engineering, Chiba Univ., 1-33 Yayoi, Inage, Chiba 263-8522, Japan. E-mail: morita@faculty.chiba-u.jp

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%282007%29133%3A3%28335%29

Reference12 articles.

1. Experimental study on structural behavior of steel framework having H-section beam-to-H-section column connections with split-T tensile connections;Arakaki T.;Steel Construction Engineering,2005

2. High strength bolted moment connections;Douty R.;J. Struct. Div.,1965

3. Federal Emergency Management Association (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA-350 Washington D.C.

4. Structural behaviour of RHS column-to-H beam connection with high strength bolts;Harada Y.;Int. J. Steel Struct.,2002

5. Structural performance of flange plate of H-section member-to-split-T tensile connection with high-strength bolts;Harada Y.;J. Struct. Constr. Eng.,2003

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