Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of High-Rise Buildings Equipped with Viscous Wall Dampers Under Earthquake Excitation
Abstract: This paper presents a comprehensive investigation on Viscous wall dampers “VWDs” as supplemental damping devices for high-rise conventional concrete buildings. A total of seven Far-Field ground motions are used to assess the performance of VWDs in reducing the seismic response of 57- story RC building. Non-linear response time history analysis “NRHA” of a benchmark RC structure with and without the use of the VWDs were performed. The NRHA results show that the displacement response is reduced significantly in structure equipped with VWDs. Keywords: Viscous wall dampers; passive dampers; Nonlinear dynamic analysis; High rise building; Finite element. Title: Performance of High-Rise Buildings Equipped with Viscous Wall Dampers Under Earthquake Excitation Author: Mohamed M. A. Salem, Ata El-Kareim Shoeib, Randa Romany Fahim International Journal of Civil and Structural Engineering Research ISSN 2348-7607 (Online) Vol. 10, Issue 2, October 2022 - March 2023 Page No: 94-101 Research Publish Journals Website: www.researchpublish.com Published Date: 21-February-2023 DOI: https://doi.org/10.5281/zenodo.7660390 Paper Download Link (Source) https://www.researchpublish.com/papers/performance-of-high-rise-buildings-equipped-with-viscous-wall-dampers-under-earthquake-excitation ; International Journal of Civil and Structural Engineering Research, ISSN 2348-7607 (Online), Research Publish Journals, Website: www.researchpublish.com
Performance of High-Rise Buildings Equipped with Viscous Wall Dampers Under Earthquake Excitation
Abstract: This paper presents a comprehensive investigation on Viscous wall dampers “VWDs” as supplemental damping devices for high-rise conventional concrete buildings. A total of seven Far-Field ground motions are used to assess the performance of VWDs in reducing the seismic response of 57- story RC building. Non-linear response time history analysis “NRHA” of a benchmark RC structure with and without the use of the VWDs were performed. The NRHA results show that the displacement response is reduced significantly in structure equipped with VWDs. Keywords: Viscous wall dampers; passive dampers; Nonlinear dynamic analysis; High rise building; Finite element. Title: Performance of High-Rise Buildings Equipped with Viscous Wall Dampers Under Earthquake Excitation Author: Mohamed M. A. Salem, Ata El-Kareim Shoeib, Randa Romany Fahim International Journal of Civil and Structural Engineering Research ISSN 2348-7607 (Online) Vol. 10, Issue 2, October 2022 - March 2023 Page No: 94-101 Research Publish Journals Website: www.researchpublish.com Published Date: 21-February-2023 DOI: https://doi.org/10.5281/zenodo.7660390 Paper Download Link (Source) https://www.researchpublish.com/papers/performance-of-high-rise-buildings-equipped-with-viscous-wall-dampers-under-earthquake-excitation ; International Journal of Civil and Structural Engineering Research, ISSN 2348-7607 (Online), Research Publish Journals, Website: www.researchpublish.com
Performance of High-Rise Buildings Equipped with Viscous Wall Dampers Under Earthquake Excitation
Mohamed M. A. Salem (Autor:in) / Ata El-Kareim Shoeib (Autor:in) / Randa Romany Fahim (Autor:in)
21.02.2023
oai:zenodo.org:7660390
International Journal of Civil and Structural Engineering Research 10(2) 94-101
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
621
Fluid viscous dampers for high-rise buildings
Online Contents | 2003
|Fluid viscous dampers for high‐rise buildings
Wiley | 2003
|Far-field earthquake response examination of RC buildings equipped with fluid viscous dampers
Springer Verlag | 2025
|