Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands-Reference-Cited by-同舟云学术

Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands

Published:2020-03 Issue:3 Volume:146 Page:04019222
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cravero Julien¹^ORCID,Elkady Ahmed²^ORCID,Lignos Dimitrios G.³^ORCID

Affiliation:

1. Ph.D. Candidate, Hydrology Meteorology and Complexity (HMCO)|Navier, Ecole des Ponts ParisTech, 6–8 Ave. Blaise Pascal, 77420 Champs-sur-Marne, France. ORCID: .

2. Lecturer, Faculty of Engineering and Physical Science, Univ. of Southampton, Burgess Rd., Bolderwood Innovation Campus, B178/4017, Southampton SO16 7QF, UK (corresponding author). ORCID: .

3. Associate Professor, IIC, RESSLab, ENAC, École Polytechnique Fédérale de Lausanne (EPFL), GC B3 485 Station 18, CH-1015 Lausanne, VD, Switzerland. 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002499

Reference56 articles.

1. Akcelyan S. and D. G. Lignos. 2018. “Seismic retrofit of steel tall buildings with bilinear oil dampers.” In Proc. 16th European Conf. on Earthquake Engineering. Thessaloniki Greece: European Association for Earthquake Engineering and The Hellenic Society of Earthquake Engineering.

2. Behavior of moment-resisting frame structures subjected to near-fault ground motions

3. Evaluation of the rotation capacity limits of steel members defined in EC8-3

4. A mathematical representation of the multiaxial bauschinger effect;Armstrong P. J.;Mater. High Temp.,1966

5. Bech D. B. Tremayne and J. Houston. 2015. “Proposed changes to steel column evaluation criteria for existing buildings.” In Proc. 2nd ATC-SEI Conf. on Improving the Seismic Performance of Existing Building and Other Structures. Reston VA: ASCE.

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