Building performance with different bedrock response spectrum

Response spectrum is a very useful tool in earthquake engineering for estimating the performance of structures. In this research, attenuation equation will be used to find the spectral acceleration of bedrock to predict reliable and more accurate ground motions as far 600 km from potential earthquak...

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Main Author:	Nik Azizan, Nik Zainab
Format:	Thesis
Language:	English
Published:	2010
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/11207/6/NikZainabNikMFKA2010.pdf
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id	my-utm-ep.11207
record_format	uketd_dc
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Nik Azizan, Nik Zainab Building performance with different bedrock response spectrum
description	Response spectrum is a very useful tool in earthquake engineering for estimating the performance of structures. In this research, attenuation equation will be used to find the spectral acceleration of bedrock to predict reliable and more accurate ground motions as far 600 km from potential earthquake sources. According to historical records, the earthquakes that influenced Peninsular Malaysia are originated from two earthquake faults: the Sumatra subduction zone and Sumatra great fault zone. The worst earthquake ever occurred in Sumatra subduction zone is identified as Mw = 9.11 and Mw = 7.81 for Sumatra fault zone. These data were then used to predict the spectral acceleration of bedrock in Malaysia using Probabilistic Seismic Hazard Analysis (PSHA). The maximum response spectrum of bedrock from Sumatra subduction zone for megathrust is 67 gals, benioff is 60 gals and fault zone is 90 gals for site location in Kuala Lumpur while for Pulau Pinang the values of response spectrum from Sumatra subduction zone for megathrust is 57.5 gals, benioff is 47.78 gals and fault zone is 58.33 gals. Performance of building shows that the values of moment for combination load 2 increases about 15.07 percents for column 1 and approximately 4.70 percents for beam 2. Based on the results the performances of building during earthquake loadings are larger than without earthquake loading.
format	Thesis
qualification_level	Master's degree
author	Nik Azizan, Nik Zainab
author_facet	Nik Azizan, Nik Zainab
author_sort	Nik Azizan, Nik Zainab
title	Building performance with different bedrock response spectrum
title_short	Building performance with different bedrock response spectrum
title_full	Building performance with different bedrock response spectrum
title_fullStr	Building performance with different bedrock response spectrum
title_full_unstemmed	Building performance with different bedrock response spectrum
title_sort	building performance with different bedrock response spectrum
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2010
url	http://eprints.utm.my/id/eprint/11207/6/NikZainabNikMFKA2010.pdf
_version_	1747814825690398720
spelling	my-utm-ep.112072017-09-28T02:57:32Z Building performance with different bedrock response spectrum 2010-04 Nik Azizan, Nik Zainab TA Engineering (General). Civil engineering (General) Response spectrum is a very useful tool in earthquake engineering for estimating the performance of structures. In this research, attenuation equation will be used to find the spectral acceleration of bedrock to predict reliable and more accurate ground motions as far 600 km from potential earthquake sources. According to historical records, the earthquakes that influenced Peninsular Malaysia are originated from two earthquake faults: the Sumatra subduction zone and Sumatra great fault zone. The worst earthquake ever occurred in Sumatra subduction zone is identified as Mw = 9.11 and Mw = 7.81 for Sumatra fault zone. These data were then used to predict the spectral acceleration of bedrock in Malaysia using Probabilistic Seismic Hazard Analysis (PSHA). The maximum response spectrum of bedrock from Sumatra subduction zone for megathrust is 67 gals, benioff is 60 gals and fault zone is 90 gals for site location in Kuala Lumpur while for Pulau Pinang the values of response spectrum from Sumatra subduction zone for megathrust is 57.5 gals, benioff is 47.78 gals and fault zone is 58.33 gals. Performance of building shows that the values of moment for combination load 2 increases about 15.07 percents for column 1 and approximately 4.70 percents for beam 2. Based on the results the performances of building during earthquake loadings are larger than without earthquake loading. 2010-04 Thesis http://eprints.utm.my/id/eprint/11207/ http://eprints.utm.my/id/eprint/11207/6/NikZainabNikMFKA2010.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering Abrahamson, N.A. (2004), “Approaches to Developing Design Ground Motions. San Francisco, U.S. unpublished.” Adnan, A., Marto, A., and Norhayati (2002), “Development of Seismic Hazard Map for Klang Valley. World Engineering Congress. Sarawak.” Structure Earthquake Engineering Research, Faculty of Civil Engineering, Universiti Teknologi Malaysia. Adnan, A, Hendriyawan, Marto, A., and Irsyam, M. (2006), “Development of Synthetic Time Histories at Bedrock for Kuala Lumpur.” Structure Earthquake Engineering Research, Faculty of Civil Engineering, Universiti Teknologi Malaysia. Adnan, A, Hendriyawan, Marto, A., and Irsyam, M. (2005), “Selection and Development of Appropriate Attenuation Relationship for Peninsular Malaysia. Proceeding Malaysian Science and Technology Congress 2005. Mid Valley, Kuala Lumpur.” Structure Earthquake Engineering Research, Faculty of Civil Engineering, Universiti Teknologi Malaysia. Atkinson, G.M. and Boore, D.M. (1997). “Some Comparisons Between Recent Ground Motion Relations.” Seismological Research Letters. Vol. 68. No. 1. Behrooz Tavakoli and Shahram Pezeshk, “Empirical-Stochastical Ground Motion Prediction for Eastern North America.” Department of Civil Engineering, The University of Memphis Balendra, T., Tan, K.W., & Kong, S.K. (1999). Vulnerability of Reinforced Concrete Frames in Low Seismic Region, When Designed According BS 8110. Earthquake Engineering and Structural Dynamics. 28, 1361 – 1381. Balendra, T, & Li, Z. (2008). Seismic Hazard of Singapore and Malaysia. Earthquake Engineering in the law and moderate seismic regions of Southeast Asia and Australia (2008). Campbell, K.W. (2003). Prediction of strong ground motion using the hybrid empirical method and its use in the development of ground-motion (attenuation) relations in Eastern North America. Bulletin of the Seismological Society of America. Vol. 93, pp. 1012–1033. Hendriyawan (2007). Seismic Macrozonation of Peninsular Malaysia and Microzonation of Kuala Lumpur City Center and Putrajaya,Thesis Doctor of Philosophy in Civil Engineering, Universiti Teknologi Malaysia. Kenneth W. Campbell and Yousef Bozorgnia (2006), “Next Generation Attenuation (NGA) Empirical Ground Motion Models: Can They Be Used in Europe?” First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland. Megawati, K., Pan, T.C. & Koketsu, K. (2003). Response Spectral Attenuation Relationships for Singapore and the Malay Peninsular due to Distant Sumatra- Fault Earthquakes. Earthquake Engineering and Structural Dynamics. 32, 2241- 2265. Megawati, K., Pan, T.C. & Koketsu, K. (2005). Response Spectral Attenuation Relationship for Sumatran-Subduction Earthquake and the Seismic Hazard Implications to Singapore and Kuala Lumpur. Soil Dynamics and Earthquake Engineering. 25,11-25. Nor Azizi Bin Yusoff (2002). Development of Peak Ground Acceleration Map and Response Spectrum Using Deterministic Seismic Hazard Analysis for Malaysia. Thesis Doctor of Philosophy in Civil Engineering, Universiti Teknologi Malaysia. Steven L. Kramer (1996). Geotechnical Earthquake Engineering, University of Washington, Practice-Hall International Series in Civil Engineering and Engineering Mechanics.

Building performance with different bedrock response spectrum

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