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Ground Motion Modelling in Bangladesh Using Stochastic Method
Authors: Mizan Ahmed, Srikanth Venkatesan
Abstract:
Geological and tectonic framework indicates that Bangladesh is one of the most seismically active regions in the world. The Bengal Basin is at the junction of three major interacting plates: the Indian, Eurasian, and Burma Plates. Besides there are many active faults within the region, e.g. the large Dauki fault in the north. The country has experienced a number of destructive earthquakes due to the movement of these active faults. Current seismic provisions of Bangladesh are mostly based on earthquake data prior to the 1990. Given the record of earthquakes post 1990, there is a need to revisit the design provisions of the code. This paper compares the base shear demand of three major cities in Bangladesh: Dhaka (the capital city), Sylhet, and Chittagong for earthquake scenarios of magnitudes 7.0MW, 7.5MW, 8.0MW, and 8.5MW using a stochastic model. In particular, the stochastic model allows the flexibility to input region specific parameters such as shear wave velocity profile (that were developed from Global Crustal Model CRUST2.0) and include the effects of attenuation as individual components. Effects of soil amplification were analysed using the Extended Component Attenuation Model (ECAM). Results show that the estimated base shear demand is higher in comparison with code provisions leading to the suggestion of additional seismic design consideration in the study regions.Keywords: Attenuation, earthquake, ground motion, stochastic, seismic hazard.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1110307
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[1] Albidah, A., Altheeb, A., & Lam, N. (2011). Stochastic Attenuation Modelling: Saudi Arabian Case Study. Australian Earthquake Engineering Society Conference, 18-20 Nov 2011. Novotel Barossa Valley, South Australia.
[2] Gamage, P., Venkatesan, S., & Dissanayake, R. (2011). Seismic drift demand on multi-storey buildings in Sri Lanka due to long-distant earthquakes. Kandy, Sri Lanka: Proceedings of the International Conference on Structural Engineering, Construction and Management (ICSECM 2011).
[3] Boore, D. (2003). Simulation of Ground Motion Using the Stochastic Method. Pure and Applied Geophysics, Pp635–676.
[4] U.S. geological survey. Website:www.usgs.gov
[5] Hossain M.A. (1998). Earthquake Database and Seismic Zoning of Bangladesh. Department of Civil Engineering, BUET, Dhaka, Bangladesh.
[6] Alam, M., Alam, M. M., Curray, J.R., Chowdhury, L. M., Gani, R.M., (2002).An overview of the sedimentary geology of the Bengal Basin in relation to the regional tectonic framework and basin-fill history. Journal of Sedimentary Geology 155: 179–208
[7] Atkinson, G (1993), ‘Earthquake source spectra in eastern North America ’, Bull. Seism. Soc.Am. vol. 83, pp.1778 –1789.
[8] Atkinson, G. M. & Boore, D. M. (1998), ‘Evaluation of models for earthquake source spectra in eastern North America’, Bull. Seism. Soc. Am. vol. 88, pp. 917-934.
[9] Chandler, A., Lam, N., & Tsang, H. (2005). Shear wave velocity modelling in crustal rock for seismic hazard analysis. 25(2), Pp167-185.
[10] Boore, D.M & Atkinson, G (1987), ‘Stochastic Prediction of ground motion and spectral response parameters at hard-rock sites in eastern North America ’, Bull. Seism. Soc. Am. vol. 73, pp. 1865 –1894.
[11] Lam, N., Wilson, J.L., Balendra, T., Venkatesan, S. (2009), Seismic load estimates of distant subduction earthquakes affecting Singapore, Engineering Structures, Vol. 31, no. 5 (May 2009), pp. 1230-1240
[12] Chandler, A. M. (2006). "Near-surface attenuation modelling based on rock shear-wave velocity profile.". Soil Dynamics and Earthquake Engineering 26, Pp 1004-1014.
[13] Atkinson, G. M. (2000). Stochastic Modelling of California Ground Motions. Bulletin of the Seismological Society of America,90(2), Pp255–274.
[14] Boore, D. M. and W. B. Joyner (1997). "Site amplifications for generic rock sites." Bulletin - Seismological Society of America 87(2): 327-341.
[15] Chandler, A. M., N. T. K. Lam, et al. (2005). "Shear wave velocity modelling in crustal rock for seismic hazard analysis." Soil Dynamics and Earthquake Engineering 25(2): 167-185.
[16] Lam, N., J. Wilson, et al. (2000). Generation of synthetic earthquake accelerograms using seismological modelling: A review. Journal of Earthquake Engineering 4(3): 321-354.
[17] Lam, N. T. K. (1999). Program "GENQKE" User's Guide-Program for generating synthetic earthquake accelerograms based on stochastic simulations of seismological models, Department of Civil and Environmental Engineering, The University of Melbourne, Australia.
[18] Venkatesan, S. (2006). A soil amplification model for intra-plate seismic regions, PhD Thesis. Department of Civil & Environmental Engineering, University of Melbourne, Australia.