Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study

Approaches to isolating the base have become a crucial element in enhancing quality stability during a seismic earthquake load. In the present day, base detachment is routinely utilized as an essential arrangement technique for structures and frameworks in seismically active zones. This paper aims t...

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Main Authors: Mohammed H. Rajab, Zeki HASGUR, Akram S. Mahmoud
Format: Article
Language:English
Published: Tishk International University 2024-03-01
Series:Eurasian Journal of Science and Engineering
Subjects:
Online Access:https://eajse.tiu.edu.iq/submit/article/dynamic-response-of-multistory-reinforced-concrete-buildings-having-different-types-of-isolators-a-parametric-study
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author Mohammed H. Rajab
Zeki HASGUR
Akram S. Mahmoud
author_facet Mohammed H. Rajab
Zeki HASGUR
Akram S. Mahmoud
author_sort Mohammed H. Rajab
collection DOAJ
description Approaches to isolating the base have become a crucial element in enhancing quality stability during a seismic earthquake load. In the present day, base detachment is routinely utilized as an essential arrangement technique for structures and frameworks in seismically active zones. This paper aims towards the dynamic analysis of a multi-story RCC building with various parameters. For the sake of study and verification, a model of a ten-story RCC building with a symmetrical floor plan is considered. The study was conducted using SAP 2000's time-history-based software. In this paper,72 models were studied based on various parameters such as bay width, number of bays, number of floors, and various isolators (Lead Rubber Bearings, Friction Pendulum Bearing, Fixed, and Hinge). The reaction of the structure, for example, time period, base shear, and story displacements are studied and a comparison is made. The paper showed the clear superiority of isolation methods in resisting earthquakes. The friction pendulum support has been the preferred type due to the lowest drift story of the building when it was compared with other support systems. Also, as the results showed a high time period when using the lead rubber bearings, which shows the model's ability to withstand earthquakes.
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spelling doaj.art-64909db6b2b44572ab370c1339da7e0e2024-04-21T11:59:42ZengTishk International UniversityEurasian Journal of Science and Engineering2414-56292414-56022024-03-0110189102https://doi.org/10.23918/eajse.v10i1p8Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric StudyMohammed H. Rajab 0Zeki HASGUR1Akram S. Mahmoud2Civil Engineering Department, Altinbaş University Istanbul, TurkeyCivil Engineering Department, Altinbaş University Istanbul, TurkeyCivil Engineering Department, University of Anbar, Anbar, IraqApproaches to isolating the base have become a crucial element in enhancing quality stability during a seismic earthquake load. In the present day, base detachment is routinely utilized as an essential arrangement technique for structures and frameworks in seismically active zones. This paper aims towards the dynamic analysis of a multi-story RCC building with various parameters. For the sake of study and verification, a model of a ten-story RCC building with a symmetrical floor plan is considered. The study was conducted using SAP 2000's time-history-based software. In this paper,72 models were studied based on various parameters such as bay width, number of bays, number of floors, and various isolators (Lead Rubber Bearings, Friction Pendulum Bearing, Fixed, and Hinge). The reaction of the structure, for example, time period, base shear, and story displacements are studied and a comparison is made. The paper showed the clear superiority of isolation methods in resisting earthquakes. The friction pendulum support has been the preferred type due to the lowest drift story of the building when it was compared with other support systems. Also, as the results showed a high time period when using the lead rubber bearings, which shows the model's ability to withstand earthquakes.https://eajse.tiu.edu.iq/submit/article/dynamic-response-of-multistory-reinforced-concrete-buildings-having-different-types-of-isolators-a-parametric-studybase isolation; multi-story rc building; base shear; drift; earthquake; rubber supports; seismic.
spellingShingle Mohammed H. Rajab
Zeki HASGUR
Akram S. Mahmoud
Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
Eurasian Journal of Science and Engineering
base isolation; multi-story rc building; base shear; drift; earthquake; rubber supports; seismic.
title Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
title_full Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
title_fullStr Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
title_full_unstemmed Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
title_short Dynamic Response Of Multistory Reinforced Concrete Buildings Having Different Types Of Isolators A Parametric Study
title_sort dynamic response of multistory reinforced concrete buildings having different types of isolators a parametric study
topic base isolation; multi-story rc building; base shear; drift; earthquake; rubber supports; seismic.
url https://eajse.tiu.edu.iq/submit/article/dynamic-response-of-multistory-reinforced-concrete-buildings-having-different-types-of-isolators-a-parametric-study
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