Reliability-based optimal control of semi-rigid steel frames under simulated earthquakes using liquid column vibration absorbers
Author:
Affiliation:
1. Department of Civil Engineering, University of Maragheh, Maragheh, Iran
2. Department of Civil Engineering, University of Tabriz, Tabriz, Iran
Publisher
Informa UK Limited
Subject
Applied Mathematics,Industrial and Manufacturing Engineering,Management Science and Operations Research,Control and Optimization,Computer Science Applications
Link
https://www.tandfonline.com/doi/pdf/10.1080/0305215X.2020.1743987
Reference44 articles.
1. AISC (American Institute of Steel Construction). 2010. Specification for Structural Steel Buildings ANSI/AISC 360-10). Chicago, IL: AISC.
2. Seismic responses of base-isolated buildings: efficacy of equivalent linear modeling under near-fault earthquakes
3. Inelastic Seismic Demand of Real versus Simulated Ground-Motion Records for Cascadia Subduction Earthquakes
4. An efficient simulation method for reliability analysis of systems with expensive-to-evaluate performance functions
5. Baker, J. W., N. Luco, N. A. Abrahamson, R. W. Graves, P. J. Maechling, and K. B. Olsen. 2014. “Engineering Uses of Physics-Based Ground Motion Simulations.” Paper presented at the 10th National Conference in Earthquake Engineering, Anchorage, AK, July 21–25.
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