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

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Overstrength and Rotation Capacity of Short and Very Short Links Made of ASTM A992 Steel and Subjected to AISC 341-22 Loading Protocol;Arabian Journal for Science and Engineering;2024-05-08

2. Mechanical Properties and Influence Factors of Ordinary Shear Links;Buildings;2024-01-09

3. Seismic performance of eccentrically braced precast reinforced concrete columns-steel beams frame with replaceable shear links based on plastic design;Journal of Building Engineering;2023-10

4. Simple Truss Model to estimate the shear strength of short links in the Eccentrically Braced Frame (EBF) steel system;Thin-Walled Structures;2023-07

5. Proposed Stiffener Spacing Requirements for the Seismic Design of Short Links in Eccentrically Braced Steel Frames;Journal of Structural Engineering;2023-06