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

Author:

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

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

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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