Stiffness Modeling of Bolted T-Stub Connection Components-Reference-Cited by-同舟云学术

Stiffness Modeling of Bolted T-Stub Connection Components

Published:2001-05 Issue:5 Volume:127 Page:498-505
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Swanson James A.¹²³⁴,Leon Roberto T.¹²³⁴

Affiliation:

1. Associate Member, ASCE

2. Member, ASCE

3. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, Cincinnati, OH 45221-0071.

4. Prof., School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332-0355.

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%282001%29127%3A5%28498%29

Reference21 articles.

1. “High strength bolted connections subject to prying.”;Agerskov H.;J. Struct. Div.,1976

2. “Analysis of bolted connections subject to prying.”;Agerskov H.;J. Struct. Div.,1977

3. American Institute of Steel Construction (AISC). ( 1994). Load and resistance factor design 2nd Ed. Chicago.

4. Barron J. and Bickford J. H. ( 1998). Handbook of bolts and bolted joints: Computing the strength of a fastener Marcel Dekker New York.

5. Douty R. T. ( 1964). “Strength characteristics of high-strength bolted connections with particular application to the plastic design of steel structures.” PhD dissertation Cornell University Ithaca N.Y.

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