Direct Analysis and Design of Steel Frames Accounting for Partially Restrained Column Base Conditions-Reference-Cited by-同舟云学术

Direct Analysis and Design of Steel Frames Accounting for Partially Restrained Column Base Conditions

Published:2008-09 Issue:9 Volume:134 Page:1508-1517
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eröz Murat¹²²,White Donald W.¹²²,DesRoches Reginald¹²²

Affiliation:

1. Structural Designer, Forell/Elsesser Engineers, Inc., 160 Pine St., 6th Fl., San Francisco, CA 94111.

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr. N.W., Atlanta, GA 30332.

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%282008%29134%3A9%281508%29

Reference25 articles.

1. AISC. (1961). Steel construction manual American Institute of Steel Construction New York.

2. AISC. (2005a). Code of standard practice for steel buildings and bridges American Institute of Steel Construction Inc. Chicago.

3. AISC. (2005b). “Specification for structural steel buildings.” ANSI/AISC 360-05 American Institute of Steel Construction Chicago.

4. ASCE/SEI. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 American Society of Civil Engineers/Structural Engineering Institute Reston Va.

5. Semi-rigid frame design methods for practicing engineers;Christopher J. E.;Eng. J.,1999

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