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Title: :  Seismic response analysis of an irregular base Isolated building .
PaperId: :  10913
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 5 Issue 5 2019
DUI:    16.0415/IJARIIE-10913
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
ASADULLAH WALIULLAH KHANAl-Falah University
Aamir Mirza BaigAl-Falah University

Abstract

Civil Engineering
Base isolation · Seismic assessment · Structural analysis · Modeling · Rubber isolators · Seismic codes
Seismic isolation enables the reduction in earthquake forces by lengthening the period of vibration of the structure. The conventional period of isolated structures is generally kept as 2 sec. Therefore; the significant benefits obtained from isolation are in structures for which the fundamental period of vibration without base isolation is short, less than 1.0 sec. This paper consists of analytical study of base-isolation for buildings with higher natural period ranging from 1.0 to 3.0 second. Different possibilities are explored to increase the feasibility of base isolation for such type of buildings. Strategies proposed in this study are (i) increasing superstructure stiffness, (ii) increasing superstructure damping and (iii) increasing flexibility of isolation system. It is observed that the effectiveness of base isolation for these buildings may be increased by incorporating such provisions. The purpose of this study is to investigate the effect of Performance based design of base isolated building and implementing the above strategies in enhancing the effectiveness of base isolation to buildings with matched Time history with response spectrum seismic analysis. G+7 storey buildings are considered in this study. Seismic isolation enables the reduction in seismic forces by increasing the time period of the structure. The usual period of isolated structures is generally kept as 2 sec. Therefore; the significant benefits obtained from isolation are in structures for which the fundamental period of vibration without base isolation is short, less or upto 1.0 sec. This dissertation represents analytical study of base-isolation for buildings with higher natural period ranging about 2.5 second. Different possibilities are explored to increase the feasibility of base isolation for such type of buildings. Strategies proposed in this study are (i) increasing superstructure stiffness, (ii) increasing superstructure damping and (iii) increasing flexibility of isolation system. It is observed that the effectiveness of base isolation of buildings may be increased by incorporating these provisions.

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IJARIIE ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. "Seismic response analysis of an irregular base Isolated building ." International Journal Of Advance Research And Innovative Ideas In Education Volume 5 Issue 5 2019 Page 642-652
MLA ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. "Seismic response analysis of an irregular base Isolated building .." International Journal Of Advance Research And Innovative Ideas In Education 5.5(2019) : 642-652.
APA ASADULLAH WALIULLAH KHAN, & Aamir Mirza Baig. (2019). Seismic response analysis of an irregular base Isolated building .. International Journal Of Advance Research And Innovative Ideas In Education, 5(5), 642-652.
Chicago ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. "Seismic response analysis of an irregular base Isolated building .." International Journal Of Advance Research And Innovative Ideas In Education 5, no. 5 (2019) : 642-652.
Oxford ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. 'Seismic response analysis of an irregular base Isolated building .', International Journal Of Advance Research And Innovative Ideas In Education, vol. 5, no. 5, 2019, p. 642-652. Available from IJARIIE, http://ijariie.com/AdminUploadPdf/Seismic_response_analysis_of_an_irregular_base_Isolated_building___ijariie10913.pdf (Accessed : ).
Harvard ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. (2019) 'Seismic response analysis of an irregular base Isolated building .', International Journal Of Advance Research And Innovative Ideas In Education, 5(5), pp. 642-652IJARIIE [Online]. Available at: http://ijariie.com/AdminUploadPdf/Seismic_response_analysis_of_an_irregular_base_Isolated_building___ijariie10913.pdf (Accessed : )
IEEE ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig, "Seismic response analysis of an irregular base Isolated building .," International Journal Of Advance Research And Innovative Ideas In Education, vol. 5, no. 5, pp. 642-652, Sep-Oct 2019. [Online]. Available: http://ijariie.com/AdminUploadPdf/Seismic_response_analysis_of_an_irregular_base_Isolated_building___ijariie10913.pdf [Accessed : ].
Turabian ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. "Seismic response analysis of an irregular base Isolated building .." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 5 number 5 ().
Vancouver ASADULLAH WALIULLAH KHAN, and Aamir Mirza Baig. Seismic response analysis of an irregular base Isolated building .. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2019 [Cited : ]; 5(5) : 642-652. Available from: http://ijariie.com/AdminUploadPdf/Seismic_response_analysis_of_an_irregular_base_Isolated_building___ijariie10913.pdf
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