A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, Manhattan College, 4513 Manhattan College Pkwy., Bronx, NY 10471. 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/%28ASCE%29ST.1943-541X.0003403
Reference45 articles.
1. AISC. 2017. Steel construction manual. 15th ed. Chicago: AISC.
2. Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications
3. A method to improve the seismic performance of steel moment resisting frames based on eigenfrequency optimization;Arroyo O.;Adv. Civ. Eng.,2019
4. Casarotti E. M. Stupazzini S. J. Lee D. Komatitsch A. Piersanti and J. Tromp. 2008. “CUBIT and seismic wave propagation based upon the spectral-element method: An advanced unstructured mesher for complex 3D geological media.” In Proc. 16th Int. Meshing Roundtable edited by M. L. Brewer and D. Marcum 579–597. Berlin: Springer.
5. Earthquake collapse analysis of steel frames
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