Evaluation of the Response of Partially Restrained Bolted Beam-to-Column Connection Subjected to Cyclic Pseudo-Static Loads-Reference-Cited by-同舟云学术

Evaluation of the Response of Partially Restrained Bolted Beam-to-Column Connection Subjected to Cyclic Pseudo-Static Loads

Published:2013-04-30 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2013
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Author:

Brunesi E.,Nascimbene R.,Rassati G. A.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412848.202

Reference15 articles.

1. AISC 2010. Specification for Structural Steel Buildings (ANSI/AISC 360-10) American Institute of Steel Construction Chicago IL.

2. AISC Seismic 2010. Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-10) American Institute of Steel Construction Chicago IL.

3. Astaneh-Asl A. (1995). "Seismic Design of Bolted Steel Moment-Resisting Frames" Dept. of Civ. and Envir. Engrg. University of California Berkeley.

4. Azizinamini A. (1985). "Cyclic characteristics of bolted semi-rigid steel beam to column connections" PhD thesis University of South Carolina Columbia.

5. Eurocode 3 [2005]: Design of Steel Structures - Part 1: General Rules and Rules for Buildings EN 1993-1-1 Brussels Belgium.

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