Optimising Viscous Damper Placement in Frame Buildings with Element Exchange Method for Multiple Seismic Hazard Levels
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, The University of Auckland, Auckland, New Zealand
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2139782
Reference45 articles.
1. Vibration Mitigation Systems in Structural Engineering
2. Introduction to Optimum Design with MATLAB
3. ATC. 1996. Seismic Evaluation and Retrofit of Concrete Buildings.
4. Controlling All Interstory Displacements in Highly Nonlinear Steel Buildings Using Optimal Viscous Damping
5. A simple damper optimization algorithm for both target added damping ratio and interstorey drift ratio
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1. Optimizing Viscous Damper Placement for Stochastic Performance of Buildings with Plan Asymmetry;International Journal of Structural Stability and Dynamics;2024-06-24
2. Experimental study on the coordinated behavior of the Combined Viscous-Steel Damping System (CVSDS) for multi-level seismic mitigation;Structures;2023-11
3. Optimal Properties of Nonlinear Viscous Dampers in Steel Structures Considering the Life Cycle Cost;Journal of Earthquake Engineering;2023-08-23
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