Intermediate Web Stiffener Spacing Evaluation for Shear Links-Reference-Cited by-同舟云学术

Intermediate Web Stiffener Spacing Evaluation for Shear Links

Published:2019-02 Issue:2 Volume:145 Page:04018257
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Volynkin Dmitry¹^ORCID,Dusicka Peter²,Clifton G. Charles³

Affiliation:

1. Structural Engineer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1024, New Zealand (corresponding author). ORCID: .

2. Associate Professor, Dept. Civil and Environmental Engineering, Maseeh College of Engineering and Computer Science, Portland State Univ., Portland, OR 97207.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1010, New Zealand.

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.0002244

Reference18 articles.

1. Replaceable links with direct brace attachments for eccentrically braced frames

2. Dual high-strength steel eccentrically braced frames with removable links

3. Cyclic Behavior of Shear Links of Various Grades of Plate Steel

4. Critical shear stress of plates above the proportional limit;Gerard G.;J. Appl. Mech.,1948

5. Behavior of built-up shear links under large cyclic displacement;Itani A.;Eng. J.,2003

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