Improved Seismic Design and Nonlinear Modeling Recommendations for Wide-Flange Steel Columns-Reference-Cited by-同舟云学术

Improved Seismic Design and Nonlinear Modeling Recommendations for Wide-Flange Steel Columns

Published:2018-09 Issue:9 Volume:144 Page:04018162
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Elkady Ahmed¹^ORCID,Lignos Dimitrios G.²

Affiliation:

1. Postdoctoral Research Scientist, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology (EPFL), Lausanne 1015, Vaud, Switzerland (corresponding author). ORCID: .

2. Associate Professor, School of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology (EPFL), Lausanne 1015, Vaud, Switzerland.

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.0002166

Reference38 articles.

1. 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. San Francisco: Earthquake Engineering Research Institute.

2. Chen Y. Y. L. Niu and X. Cheng. 2014. “Hysteretic behaviour of H steel columns with large width-thickness ratios under bi-axis moments.” In Proc. 10th National Conf. on Earthquake Engineering. Anchorage AK: Earthquake Engineering Research Institute.

3. Experimental study on steel beam–columns composed of slender H-sections under cyclic bending

4. Constitutive parameter calibration for structural steel: Non-uniqueness and loss of accuracy

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