Behavior of Shear Studs Subjected to Fully Reversed Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of Shear Studs Subjected to Fully Reversed Cyclic Loading

Published:2003-11 Issue:11 Volume:129 Page:1466-1474
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Civjan Scott A.¹,Singh Prabhjeet²

Affiliation:

1. Assistant Professor, Univ. of Massachusetts at Amherst, Dept. of Civil and Environmental Engineering, 130 Natural Resources Rd., Amherst, MA 01003-9293.

2. Engineer, URS Corporation, 7650 W. Courtney Campbell Causeway, Tampa, FL 33607-1462.

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%282003%29129%3A11%281466%29

Reference23 articles.

1. American Institute of Steel Construction (AISC). (1994). Manual of steel construction: Load and resistance factor design 2nd Ed. American Institute of Steel Construction Chicago.

2. American Welding Society (AWS). (2000). “Structural welding code—Steel.” AWSD1.1:2000 Sec. 1.8.1 American Welding Society 2000 Miami.

3. ANSYS . (1998). Structural analysis guide Release 5.5 4th Ed. Canonsburg Pa.

4. Behaviour of headed stud shear connectors under lowcycle high amplitude displacements

5. Slab Effects in SMRF Retrofit Connection Tests

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