Abstract

This paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors wish to acknowledge the logistical support provided by the staff members at Mirpur University of Science & Technology, Azad Jammu and Kashmir, during the surveys and data collection for the presented studies in this paper. Professor Humberto Varum acknowledges the financial support provided by Project POCI-01-0145-FEDER-007457—CONSTRUCT—Institute of R&D in Structures and Construction, funded by Fundo Europeu de Desenvolvimento Regional (FEDER) funds through COMPETE2020—Programa Operacional Competitividade e Internacionalização (POCI)—and by national funds through FCT (Fundação para a Ciência e a Tecnologia).

References

Ahmed, M. 2021. “Study of seismological aspects of seismic hazard mitigation of Pakistan.” Ph.D. thesis, Dept. of Architecture and Planning, NED Univ. of Engineering and Technology.
Albarello, D., and E. Lunedei. 2013. “Combining horizontal ambient vibration components for H/V spectral ratio estimates.” Geophys. J. Int. 194 (2): 936–951. https://doi.org/10.1093/gji/ggt130.
Amirbekian, R. V., and B. A. Bolt. 1998. “Spectral comparison of vertical and horizontal seismic strong ground motions in alluvial basins.” Earthquake Spectra 14 (4): 573–595. https://doi.org/10.1193/1.1586017.
Archuleta, R. J., and S. H. Hartzell. 1981. “Effects of fault finiteness on near-source ground motion.” Bull. Seismol. Soc. Am. 71 (4): 939–957. https://doi.org/10.1785/BSSA0710040939.
Badaoui, M., M. K. Berrah, and A. Mebarki. 2009. “Soil height randomness influence on seismic response: Case of an Algiers site.” Comput. Geotech. 36 (1–2): 102–112. https://doi.org/10.1016/j.compgeo.2008.04.001.
Bard, P. Y. 1999. “Microtremor measurements: A tool for site effect estimation?.” In The effects of surface geology on seismic motion, edited by K. Irikura, K. Kudo, H. Okada, and T. Sasatani, 1251–1279. Rotterdam, Netherlands: A.A. Balkema.
Beresnev, I. A., A. M. Nightengale, and W. J. Silva. 2002. “Properties of vertical ground motions.” Bull. Seismol. Soc. Am. 92 (8): 3152–3164. https://doi.org/10.1785/0120020009.
Bonnefoy-Claudet, S., C. Cornou, P. Y. Bard, F. Cotton, P. Moczo, J. Kristek, and D. Fäh. 2006. “H/V ratio: A tool for site effects evaluation. Results from 1-D noise simulations.” Geophys. J. Int. 167 (2): 827–837. https://doi.org/10.1111/j.1365-246X.2006.03154.x.
Bozorgnia, Y., and K. W. Campbell. 2004. “The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified v/h and vertical design spectra.” J. Earthquake Eng. 8 (2): 175–207. https://doi.org/10.1080/13632460409350486.
Bozorgnia, Y., and K. W. Campbell. 2016. “Ground motion model for the vertical-to-horizontal (V/H) ratios of PGA, PGV, and response spectra.” Earthquake Spectra 32 (2): 951–978. https://doi.org/10.1193/100614eqs151m.
Bozorgnia, Y., S. A. Mahin, and A. G. Brady. 1998. “Vertical response of twelve structures recorded during the Northridge earthquake.” Earthquake Spectra 14 (3): 411–432. https://doi.org/10.1193/1.1586008.
CEN (European Committee for Standardization). 2004. Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. EN 1998-1: 2004, Eurocode 8 (EC8). Brussels, Belgium: CEN.
Dorbani, S., M. Badaoui, and D. Benouar. 2013. “Structural seismic response versus epicentral distance and natural period: The case study of Boumerdes (Algeria) 2003 earthquake.” Struct. Eng. Mech. 48 (3): 333–350. https://doi.org/10.12989/sem.2013.48.3.333.
Elnashai, A. S. 1997. “Seismic design with vertical earthquake motion.” In Seismic design for the next generation of codes, edited by P. Fajfar and H. Krawinkler. Rotterdam, Netherlands: A.A. Balkema.
Elnashai, A. S., and A. J. Papazoglou. 1997. “Procedure and spectra for analysis of RC structures subjected to strong vertical earthquake loads.” J. Earthquake Eng. 1 (1): 121–155. https://doi.org/10.1080/13632469708962364.
ESRI (Environmental Systems Research Institute). 2011. ArcGIS desktop: Release 10. Redlands, CA: ESRI.
Giovinazzi, S. 2005. “The vulnerability assessment and the damage scenario in seismic risk analysis.” Ph.D. thesis, International doctorate, Univ. of Florence, Technical Univ. of Carolo-Wilhelmina.
Grünthal, G. 1998. Cahiers du Centre Européen de Géodynamique et de Séismologie 15. Luxembourg, UK: Centre Européen de Géodynamique et de Séismologie.
Gulerce, Z., and N. A. Abrahamson. 2011. “Site-specific design spectra for vertical ground motion.” Earthquake Spectra 27 (4): 1023–1047. https://doi.org/10.1193/1.3651317.
ICBO (International Conference of Building Officials). 1997. Uniform building code. UBC 9. Whittier, CA: ICBO.
MoHW (Ministry of Housing & Works). 2007. Building code of Pakistan (seismic provisions). Islamabad, Pakistan: MOHW Government of Pakistan (GoP).
NEHRP (National Earthquake Hazards Reduction Program). 2020. Recommended seismic provisions for new buildings and other structures. FEMA P-750. Washington, DC: Building Seismic Safety Council.
PEC (Pakistan Engineering Council). 2021. “Building code of Pakistan.” Accessed August 5, 2022. https://pec.org.pk/thinktank/building-code-of-pakistan-thinktank/.
Planning and Development Department Muzaffarabad. 2014. Azad Jammu & Kashmir at a glance 2014. Muzaffarabad, Azad Jammu and Kashmir: Azad Government of the State of Jammu & Kashmir.
Rafi, M. M., M. Ahmed, S. H. Lodi, H. Varum, and M. T. Arshad. 2022. “Investigation of damage to reinforced concrete buildings due to the 2019 Mirpur earthquake, Azad Kashmir.” J. Perform. Constr. Facil. 36 (5): 04022037. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001749.
Rafi, M. M., S. H. Lodi, M. Ahmed, and N. Alam. 2015. “Observed damages in Pakistan due to 16 April 2013 Iran earthquake.” Bull. Earthquake Eng. 13 (2): 703–724. https://doi.org/10.1007/s10518-014-9638-5.
Ramadan, F., C. Smerzini, G. Lanzano, and F. Pacor. 2021. “An empirical model for the vertical to horizontal spectral ratios for Italy.” Earthquake Eng. Struct. Dyn. 50 (15): 4121–4141. https://doi.org/10.1002/eqe.3548.
Silva, W. 1997. Characteristics of vertical strong ground motions for applications to engineering design. Buffalo, NY: National Center for Earthquake Engineering Research.
Somerville, P. G., N. F. Smith, R. W. Graves, and N. A. Abrahamson. 1997. “Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity.” Seismol. Res. Lett. 68 (1): 199–222. https://doi.org/10.1785/gssrl.68.1.199.
Tokimatsu, K. 1997. “Geotechnical site characterization using surface waves.” In Earthquake geotechnical engineering, edited by K. Ishihara, 1333–1368. Rotterdam, Netherlands: A.A. Balkema.
USGS. 2019. “M 5.4—8 km SSE of New Mirpur, Pakistan.” Accessed December 11, 2019. https://earthquake.usgs.gov/earthquakes/eventpage/us60005mqp/executive.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 4August 2023

History

Received: Dec 16, 2022
Accepted: Mar 13, 2023
Published online: May 22, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 22, 2023

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Professor, Dept. of Earthquake Engineering, NED Univ. of Engineering and Technology, Karachi 75270, Pakistan (corresponding author). ORCID: https://orcid.org/0000-0002-0968-2920. Email: [email protected]
Assistant Professor, Dept. of Urban and Infrastructure Engineering, NED Univ. of Engineering and Technology, Karachi 75270, Pakistan. ORCID: https://orcid.org/0000-0002-3501-3050. Email: [email protected]
Sarosh Hashmat Lodi [email protected]
Vice Chancellor, Dept. of Civil Engineering and Architecture, NED Univ. of Engineering and Technology, Karachi 75270, Pakistan. Email: [email protected]
Professor, Faculty of Engineering, CONSTRUCT-LESE, Univ. of Porto, Porto 4200-465, Portugal. ORCID: https://orcid.org/0000-0003-0215-8701. Email: [email protected]
Muhammad Tausif Arshad [email protected]
Assistant Professor, Dept. of Civil Engineering, Mirpur Univ. of Science & Technology, Mirpur 10250, Azad Jammu and Kashmir. Email: [email protected]
Lecturer, Belfast School of Architecture and the Built Environment, Ulster Univ., Belfast BT15 1ED, UK. ORCID: https://orcid.org/0000-0003-3637-1113. Email: [email protected]

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