Investigation of secondary prying in thick built-up T-stub connections using nonlinear finite element modeling-Reference-Cited by-同舟云学术

Investigation of secondary prying in thick built-up T-stub connections using nonlinear finite element modeling

Published:2012-03 Issue: Volume:36 Page:113-122
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Hantouche Elie G.,Kukreti Anant R.,Rassati Gian A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

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3. American Institute of Steel Construction AISC. ANSI/AISC 341-05 seismic provisions for structural steel buildings. Chicago (IL): AISC; 2005.

4. Larson PC. The design and behavior of bolted beam-column frame connections under cyclical loading, M.S. thesis. Austin (TX): University of Texas Austin; 1996.

5. Smallidge JM. Behavior of bolted beam-to-column T-stub connections under cyclic loading, M.S. thesis. Atlanta (GA): Georgia Institute of Technology; 1999.

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