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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH
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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
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Paper Title: Seismic Response Reduction of Building Using Base Isolation
Authors Name: G.B. Deshmukh , N.L. Shelke
Unique Id: IJSDR1907049
Published In: Volume 4 Issue 7, July-2019
Abstract: The different types of vibration-control measures like passive, active, semi-active and hybrid vibration control methods have been developed. Base isolation is a passive vibration control system. The isolator partially reflects and partially absorbs input seismic energy before it gets transmitted to the superstructure. L.R.B isolators are placed between the superstructure and foundation, which reduces the horizontal stiffness of the system. Three types of vertical irregularities namely mass irregularity, stiffness irregularity and vertical geometrical irregularity were considered. Modal analysis of G+14 regular R.C.C structure. Base isolation reduces the lateral displacement, shear forces, bending moments, base shear, storey acceleration, interstorey drift as compared to the conventional fixed base structure. This shows the effectiveness of base isolation and concluded that base isolation is very effective seismic response control device.
Keywords: Base isolation, Fixed base, Vertical irregularities, Response spectrum analysis, Time history analysis, ETABS v 17.0.1.
Cite Article: "Seismic Response Reduction of Building Using Base Isolation", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.4, Issue 7, page no.286 - 294, July-2019, Available :http://www.ijsdr.org/papers/IJSDR1907049.pdf
Downloads: 000336256
Publication Details: Published Paper ID: IJSDR1907049
Registration ID:190822
Published In: Volume 4 Issue 7, July-2019
DOI (Digital Object Identifier):
Page No: 286 - 294
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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