Behavior-Based Resistance Model for Bearing-Type Connection in High-Strength Steels-Reference-Cited by-同舟云学术

Behavior-Based Resistance Model for Bearing-Type Connection in High-Strength Steels

Published:2020-07 Issue:7 Volume:146 Page:04020109
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lyu Yi-Fan¹^ORCID,Li Guo-Qiang²,Wang Yan-Bo³

Affiliation:

1. College of Civil Engineering, Tongji Univ., Shanghai 200092, China; presently, Postdoctoral Research Fellow, Dept. of Building and Real Estate, Hong Kong Polytechnic Univ., Hong Kong. ORCID: .

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Assistant Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

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.0002639

Reference22 articles.

1. Aalberg A. and P. K. Larsen. 2001. “Bearing strength of bolted connections in high strength steel.” In Proc. 9th Nordic Steel Construction Conf. 859–866. Hervanta Finland: Tampere Univ. of Technology.

2. Aalberg A. and P. K. Larsen. 2002. “The effect of steel strength and ductility on bearing failure of bolted connections.” In Proc. 3rd European Conf. Steel Structures 869–878. Coimbra Portugal: Portuguese Association of Metal Construction.

3. Light gage steel bolted connections without washers;Chong K. P.;J. Struct. Div.,1975

4. The effect of ultimate-to-yield ratio on the bearing strength of bolted connections

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