Experimental Study of Diagonally Stiffened Steel Plate Shear Walls-Reference-Cited by-同舟云学术

Experimental Study of Diagonally Stiffened Steel Plate Shear Walls

Published:2013-11 Issue:11 Volume:139 Page:1795-1811
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alavi Erfan¹,Nateghi Fariborz²

Affiliation:

1. Structural Dept. Manager, Sazeh Consultants, R1 Sarafraz St., 1587683133 Tehran, Iran; formerly, Research Associate, Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), 1953714453 Tehran, Iran (corresponding author).

2. Professor, Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), 1953714453 Tehran, Iran.

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%29ST.1943-541X.0000750

Reference33 articles.

1. AISC. (2005a). “Seismic provisions for structural steel buildings.” AISC 341-05 Chicago.

2. AISC. (2005b). “Specification for structural steel buildings.” AISC 360-05 Chicago.

3. Alavi E. and Nateghi F. (2010). “Nonlinear behavior of diagonally stiffened steel plate shear walls.” Proc. 9th US National and 10th Canadian Conf. on Earthquake Engineering Earthquake Engineering Research Institute (EERI) Oakland CA 1–10.

4. Applied Technology Council (ATC). (1992). “Guidelines for cyclic seismic testing of component of steel structures.” ATC-24 Redwood City CA.

5. Applied Technology Council (ATC). (1995). “Structural response modification factors.” ATC-19 Redwood City CA.

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