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Investigating the Performance of Viscoelastic Dampers (VED) Under Nearfield Earthquakes with Directivity Feature Cover

Investigating the Performance of Viscoelastic Dampers (VED) Under Nearfield Earthquakes with Directivity Feature

Civil and Environmental Engineering
Volume 14 (2018): Issue 1 (June 2018)
By: Ali Vatanshenas,  Mohammad Sadegh Rohanimanesh and  Ehsan Mohammadiha  
Open Access
|May 2018

Authors

Ali Vatanshenas

a.vatanshenas@gmail.com

Engineering Faculty, Islamic Azad University, Tehran

Mohammad Sadegh Rohanimanesh

Department of Civil Engineering, Faculty of Technology and Engineering, Islamic Azad University, Tehran

Ehsan Mohammadiha

Engineering Faculty, Islamic Azad University, Tehran
DOI: https://doi.org/10.2478/cee-2018-0003 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 21 - 27
Published on: May 30, 2018
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Directivity effect,
Near-field earthquake,
Steel structure,
Viscoelastic damper,
Vibration control
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2018 Ali Vatanshenas, Mohammad Sadegh Rohanimanesh, Ehsan Mohammadiha, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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