Bolted large seismic steel beam-to-column connections Part 2: numerical nonlinear analysis-Reference-Cited by-同舟云学术

Bolted large seismic steel beam-to-column connections Part 2: numerical nonlinear analysis

Published:2002-12 Issue:12 Volume:24 Page:1535-1545
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Takhirov S.M,Popov E.P

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. Bolted steel connections: tests on T-stub components;Swanson;Journal of Structural Engineering, ASCE,2000

2. Stiffness modeling of bolted T-stub connection components;Swanson;Journal of Structural Engineering, ASCE,2001

3. Douty RT. Strength characteristics of high-strength bolted connections with particular application to the plastic design of steel structures. Ph.D. dissertation. Ithaca. NY: Cornell University. 1964.

4. High-strength bolted moment connections;Douty;J. Struc. Div., ASCE,1965

5. Analysis of bolted connections subject to prying;Agerskov;J. Struc. Div., ASCE,1977

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