Evaluation of site amplification factors for shallow rock sites of Islamabad, Pakistan.
DOI:
https://doi.org/10.48129/kjs.v48i2.7772Keywords:
BCP (2007), site response analysis (SRA), amplification factors (AF), shallow sites, response spectraAbstract
Current seismic provisions in Building Code of Pakistan (BCP, 2007), seismic site classifications and corresponding site amplification factors (AF) were determined similar to UBC-1997, which were based on the local site conditions of Western United States (WUS) with low impedance contrast, deep sites and high seismicity conditions. Use of these deep sites based AF factors to the shallow sites may not be appropriate to capture the response of shallow sites. In this study, we performed suite of nonlinear site specific response analysis to compute the AF for the six (06) representative shallow bed rock sites of Islamabad, Pakistan. The computed AF are compared with BCP, 2007 code-based design estimates, it is found that BCP, 2007 code based guideline underestimate AF factor at short period whereas overestimate at long period. The findings of the study, highlights the potential implications of current code based AF for the shallow sites of Islamabad, and suggest the need of improving the current seismic guidelines.
References
Ancheta T.D. et al. (2014) NGA-West2 database. 30:989-1005
BCP (2007) Building Code of Pakistan 2007, Ministry of Housing & Works, Government of Pakistan.
Borcherdt R.D. Strong ground motions generated by the Northridge and Hanshin-Awaji earthquakes of January 17, 1994 and 1995; Implications for site-specific design factors. In: Eleventh World Conference on Earthquake Engineering, Procs, 1996.
Charney F.A. Seismic Loads: Guide to the Seismic Load Provisions of ASCE 7-10. In, 2015. American Society of Civil Engineers,
Darendeli M.B. (2001) Development of a new family of normalized modulus reduction and material damping curves. University of Texas at Austin (UTA)
Dobry R. et al. (2000) New site coefficients and site classification system used in recent building seismic code provisions. Earthquake spectra 16:41-67
Farah A., Abbas G., De Jong K.A., Lawrence R.D. (1984) Evolution of the lithosphere in Pakistan. Tectonophysics 105:207-227
Hashash Y.M.A., Musgrove M.I., Harmon J.A., Okan, I., , Groholski D.R., Phillips, C.A., , Park D. (2016) DEEPSOIL, User Manual. 6.1
Kim D.-S., Yoon J.-K. (2006) Development of new site classification system for the regions of shallow bedrock in Korea. Journal of Earthquake Engineering 10:331-358
Kramer S. (1996) Earthquake geotechnical engineering. Prentice Hall, Upper Saddle River, NJ, New Jersey, USA
Kwok A.O., Stewart J.P., Hashash Y.M.A., Matasovic N., Pyke R., Wang Z., Yang Z. (2007) Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures. . ournal of Geotechnical and Geoenvironmental Engineering 133:1385-1398
Lee S.H.H. (1990) Regression models of shear wave velocities in Taipei basin. Journal of the Chinese Institute of Engineers 13:519-532
Mahmood I., Qureshi S.N., Tariq S., Atique L., Iqbal M.F.J.P.c. (2015) Analysis of landslides triggered by October 2005, Kashmir Earthquake. PLoS currents 7
Matasović N., Vucetic M. (1993) Cyclic characterization of liquefiable sands. Journal of Geotechnical Engineering 119:1805-1822
Muhammad A., Shamsher S., Duhee P., Youssef H., Menzer P. (2018) Importance of Implied Strength Correction for 1D Site Response at Shallow Sites at a Moderate to Low Seismicity Region. In: Geotechnical Earthquake Engineering and Soil Dynamics V. doi:doi:10.1061/9780784481462.043
Pehlivan M., Duhee P., Shamsher S., Hashash Y. Seismic site response of shallow sites in moderate seismicity regions. In: Proceedings of the 19thInternational Conference on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, 2017.
Phillips C., Hashash Y.M.A. (2009) Damping formulation for nonlinear 1D site response analyses. Soil Dynamics and Earthquake Engineering, 29:1143-1158
Sadiq S., Khan U., Alam M., Mandokhail S.J., Ahmed N.Z., Ikram A. Numerical Evaluation of Slope Stability measures: A Case Study of Birham Landslide, Murree, Pakistan. In: IOP Conference Series: Materials Science and Engineering, 2018. vol 1. IOP Publishing, p 012028
Shoukat S., Rehman Z., Mahmood K., Ashraf M. (2015) Geotechnical Site Evaluation of Collapsed Margalla Tower in Islamabad due to October 2005 Muzzafarabad Earthquake. University of Engineering and Technology Taxila Technical Journal 20:117
Sun C.-G., Kim H.-S., Cho H.-I. (2018) Geo-Proxy-Based Site Classification for Regional Zonation of Seismic Site Effects in South Korea. Applied Sciences 8:314
UBC Uniform building code. In: International Conference of Building Officials, Whittier, CA, 1997.