Diagonal Tension Field Inclination Angle in Steel Plate Shear Walls-Reference-Cited by-同舟云学术

Diagonal Tension Field Inclination Angle in Steel Plate Shear Walls

Published:2017-07 Issue:7 Volume:143 Page:04017058
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fu Yushan¹^ORCID,Wang Fangbo²,Bruneau Michel³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Amherst, NY 14260 (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Amherst, NY 14260.

3. Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Amherst, NY 14260.

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.0001779

Reference15 articles.

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2. AISC. (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.

3. Steel Plate Shear Walls with Various Infill Plate Designs

4. Dastfan M. and Driver R. G. (2008). “Flexural stiffness limits for frame members of steel plate shear wall systems.” Proc. Annual Stability Conf. Structural Stability Research Council Nashville TN 321–334.

5. Driver R. G. Kulak G. L. Kennedy D. J. L. and Elwi A. E. (1997). “Seismic behavior of steel plate shear walls.” Structural Engineering Rep. No. 215 Univ. of Alberta Edmonton AB Canada.

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