Proposed Stiffener Spacing Requirements for the Seismic Design of Short Links in Eccentrically Braced Steel Frames-Reference-Cited by-同舟云学术

Proposed Stiffener Spacing Requirements for the Seismic Design of Short Links in Eccentrically Braced Steel Frames

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Skretas Nikolaos G.¹^ORCID,Karavasilis Theodore L.²,Lignos Dimitrios G.³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Patras, Patras GR-265000, Greece. ORCID: .

2. Associate Professor, Steel Structures, Dept. of Civil Engineering, Univ. of Patras, Patras GR-265000, Greece.

3. Associate Professor, Civil Engineering Institute, Resilient Steel Structures Laboratory École Polytechnique Fédérale de Lausanne, Lausanne CH-1015, Switzerland (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11756

Reference46 articles.

1. AASHTO. 2014. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. Arche G. 2002. “Impact of higher strength steels on local buckling and overstrength of links in eccentrically braced frames.” M.S. thesis Dept. of Civil Architectural and Environmental Engineering Univ. of Texas.

3. A review of research on steel eccentrically braced frames

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

5. Building Structural Systems in Christchurch's Post-Earthquake Reconstruction

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