Assessing the seismic behavior of structures controlled with a novel elastoplastic-tuned mass damper inerter considering the effects of soil-structure interactions

Author:

Alibabaei Shahraki Mohammad,Kamgar RezaORCID,Heidarzadeh HeisamORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference65 articles.

1. Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels;Elwardany;Bull Earthq Eng,2019

2. Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures;Miari;Soil Dyn Earthq Eng,2019

3. Optimal Location of Energy Dissipation Outrigger in High-rise Building Considering Nonlinear Soil-structure Interaction Effects;Tavakoli;Periodica Polytechnica Civil Engineering,2020

4. Uniform deformation design of outrigger braced skyscrapers: A simplified method for the preliminary design stage;Alavi;Structures,2021

5. Friction tuned mass dampers in seismic-excited high-rise buildings with SSI effects: A reliability assessment;Etedali;Journal of Earthquake and Tsunami,2023

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