Behavior of eight-bolt large capacity endplate connections-Reference-Cited by-同舟云学术

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Behavior of eight-bolt large capacity endplate connections

Published:2000-06 Issue:3 Volume:77 Page:315-325
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Bahaari Mohammed R.,Sherbourne Archibald N.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference9 articles.

1. The design of end-plate connections;Moore,1989

2. Finite element modeling of large capacity stiffened steel Tee-Hanger connections;Kukreti;Computers and Structures,1989

3. Beam-to-column moment connections;Grundy;Journal of Structural Engineering, ASCE,1980

4. A limit state design method for the tension region of bolted beam to column connections;Packer;The Structural Engineer,1977

5. Prying and shear in endplate connection design;Chasten;Journal of Structural Engineering, ASCE,1992

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