Tsunami-Resilient Building Assessment for Coastal Community of Karachi

Article Preview

Abstract:

The construction of resilient infrastructure and buildings is a key requirement for sustainable cities and communities. Tsunami is a natural hazard that can have a devastating impact on coastal communities. The 2010 Chile and 2011 Great East Japan tsunamis changed the way that structural engineers estimate design loads for structures. During these events, coastal protective structures and waterfront concrete buildings failed to sustain the tsunami hydrodynamic forces. This paper demonstrates the performance evaluation of a numerically simulated case-study tall building located at the Karachi coastal belt employing the ASCE 7-16 provisions. Results include the resilient-based assessment of the overall building and individual component performance when subjected to hydrodynamic loadings and debris damming effects due to active-sea debris such as wooden logs and shipping containers.

You might also be interested in these eBooks

Info:

Pages:

3-9

Citation:

Online since:

January 2025

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2025 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Torabi, E., Dedekorkut-Howes, A. (2021). "When It's Time to Let Go: Re-Imagining Coastal Urban Living in the Face of Rising Seas." In: Baumeister, J., Bertone, E., Burton, P. (eds) SeaCities. Cities Research Series. Springer, Singapore

DOI: 10.1007/978-981-15-8748-1_3

Google Scholar

[2] Lubchenco, J., Haugan, P.M. (2023). Coastal Development: Resilience, Restoration and Infrastructure Requirements. In: Lubchenco, J., Haugan, P.M. (eds) The Blue Compendium. Springer, Cham

DOI: 10.1007/978-3-031-16277-0_7

Google Scholar

[3] Okutan, P. and Otay, E.: Protecting Coastal Communities from Sea Level Rise and Extreme Weather Events: An Analysis of Adaptation and Risk Reduction Measures, EGU General Assembly 2023, Vienna, Austria, 24–28 Apr 2023, EGU23-11548, https://doi.org/10.5194/egusphere-egu23-11548, 2023.

DOI: 10.5194/egusphere-egu23-11548

Google Scholar

[4] Linlin, Li., Adam, D., Switzer., Yu, Wang., Yu, Wang., Chung, Han, Chan., Qiang, Qiu., Robert, Weiss. (2018). A modest 0.5-m rise in sea level will double the tsunami hazard in Macau. Science Advances

DOI: 10.1126/SCIADV.AAT1180

Google Scholar

[5] M. Mikami, M. Miyashita, H. Miyajima, K. Hoshino, H. Yoshino and T. Fujii, "Field Evaluations on a Prototype System of Cooperative Multi-Cell MIMO Transmission for Asynchronous Inter-Site Base Station Networks," 2012 IEEE 75th Vehicular Technology Conference (VTC Spring), Yokohama, Japan, 2012, pp.1-5.

DOI: 10.1109/VETECS.2012.6240240

Google Scholar

[6] Mori N, Takahashi T. "The 2011 Tohoku earthquake tsunami joint survey group. Nationwide post event survey and analysis of the 2011 Tohoku earthquake tsunami". Coastal Engineering Journal, JSCE 2012; 54(1):1–27

DOI: 10.1142/s0578563412500015

Google Scholar

[7] Esteban, M., Tsimopoulou, V., Mikami, T., Yun, N., Suppasri, A., & Shibayama, T. (2013). Recent tsunamis events and preparedness: Development of tsunami awareness in Indonesia, Chile and Japan. International Journal of Disaster Risk Reduction, 5, 84-97

DOI: 10.1016/j.ijdrr.2013.07.002

Google Scholar

[8] Ramos Santibáñez, Leonel. (2016). "Urban Evacuation Tsunamis: Guidelines for Urban Design". Journal of Engineering and Architecture. 4.

DOI: 10.15640/jea.v4n2a10

Google Scholar

[9] Rijke, J., van Herk, S., Zevenbergen, C., and Ashley, R. (2012) "Room for the River: delivering integrated river basin management in the Netherlands". International Journal of River Basin Management, 10(4):369-382.

DOI: 10.1080/15715124.2012.739173

Google Scholar

[10] Dedekorkut-Howes, A., Torabi, E. and Howes, M. (2020) "When the tide gets high: a review of adaptive responses to sea level rise and coastal flooding". Journal of Environmental Planning and Management, 1-42.

DOI: 10.1080/09640568.2019.1708709

Google Scholar

[11] B. Robotka, (2013) "Political Turmoil in a Megacity: The Role of Karachi for the Stability of Pakistan and South Asia," Pakistan Vis., vol. 14, no. 2, [Online]. Available: http://pu.edu.pk/images/journal/studies/PDF-FILES/Artical-1_v14_no2_13.pdf

Google Scholar

[12] Hamid, Gulraiz, Khalil A. Mallick, Syed Zeeshan Jaferi, Imran A. Siddiqui, and Ibraheem Azmat. 2019. "Structural and Tectonic Control of Karachi (Pakistan) and the Possibilities of Seismic Hazards". International Journal of Natural and Engineering Sciences 7 (2):01-07. https://www.ijnes.org/index.php/ijnes/article/view/160.

Google Scholar

[13] Osman, A., Tirmizi., Shuhab, Khan., Sara, Mirzaee., Heresh, Fattahi. (2023). Hazard Potential in Southern Pakistan: A Study on the Subsidence and Neotectonics of Karachi and Surrounding Areas. Remote sensing

DOI: 10.3390/rs15051290

Google Scholar

[14] Kopp, C., Fruehn, J., Flueh, E., Reichert, C., Kukowski, N., Bialas, J., & Klaeschen, D. (2000). Structure of the Makran subduction zone from wide-angle and reflection seismic data. Tectonophysics, 329(1-4), 171-191

DOI: 10.1016/S0040-1951(00)00195-5

Google Scholar

[15] Lodhi, H. A., Ahmed, S., and Hasan, H.: Tsunami heights and limits in 1945 along the Makran coast estimated from testimony gathered 7 decades later in Gwadar, Pasni and Ormara, Nat. Hazards Earth Syst. Sci., 21, 3085–3096, https://doi.org/10.5194/nhess-21-3085-2021, 2021.

DOI: 10.5194/nhess-21-3085-2021

Google Scholar

[16] Dominey-Howes, D., McCann, W. R., Cummins, P., Bilham, R., Musson, R., England, P., & Johnson, G. (2006). Late Quaternary tectonics of the Makran subduction zone: Implications for seismic hazard in Pakistan. Geophysical Journal International, 166(2), 637-656.

Google Scholar

[17] Zahra, Tatheer & Zehra, Yasmeen. (2012). "Effect of Rising Seismic Risk on the Design of High-Rise buildings in Karachi". International Journal of Civil & Environmental Engineering IJCEE-IJENS. 12. 42-45.

Google Scholar

[18] FEMA, 2019, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, FEMA P646 Report, prepared by the Applied Technology Council for the Federal Emergency Management Agency, Redwood City, California

Google Scholar

[19] American Society of Civil Engineers, Structural Engineering Institute. Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16, (2016)

DOI: 10.1061/9780784440018

Google Scholar

[20] Department of Earthquake Engineering (EQD) (2021). "Criteria for Tsunami Design of Buildings and Other Structures", NED University of Engineering & Technology, Pakistan. https://eqd.neduet.edu.pk/Publications

Google Scholar