SEISMIC BEHAVIOR OF HIGH-RISE STRUCTURES WITH VISCOUS WALL DAMPERS

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

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2025-06-23
DOI
https://doi.org/10.5281/zenodo.15720153
Primary Topic
Seismic Performance and Analysis
Type
article
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article

SEISMIC BEHAVIOR OF HIGH-RISE STRUCTURES WITH VISCOUS WALL DAMPERS

Zenodo (CERN European Organization for Nuclear Research)
Seismic Performance and Analysis
article

SEISMIC BEHAVIOR OF HIGH-RISE STRUCTURES WITH VISCOUS WALL DAMPERS

article en

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

Zenodo (CERN European Organization for Nuclear Research)
Helwan University (EG)
Sustainable cities and communities
Openalex Percentile: Top 55%
Seismic Performance and Analysis
DOIOpen Access PDFOpenAlex
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SEISMIC BEHAVIOR OF HIGH-RISE STRUCTURES WITH VISCOUS WALL DAMPERS · Zenodo (CERN European Organization for Nuclear Research) (2025) | TGRS Research Map | TGRS