Analytical fragility assessment of structures under earthquake and tsunami loads: a case study on the Colombian Pacific coast

Autores/as

  • Miguel Rivas Engineering Faculty, Universidad Nacional de Colombia, Bogotá, Colombia
  • Patricia Luna Engineering Faculty, Universidad Nacional de Colombia, Bogotá, Colombia
  • Juan Lizarazo Engineering Faculty, Universidad Nacional de Colombia, Bogotá, Colombia

DOI:

https://doi.org/10.21754/tecnia.v29i2.699

Palabras clave:

Structural Fragility, Multi-hazard risk assessment, Earthquake, Tsunami, Analytical fragility curves

Resumen

This article presents a procedure for the fragility assessment of structures in response to earthquake and tsunami loads using the accumulation of inelastic displacement as a measure of damage. The proposed methodology considers a non-linear static analysis (pushover) for the case of the earthquake and a non-linear static load for the case of the tsunami, taking as starting point the final state of the structure after the occurrence of an earthquake. However, since the impulse force is the critical component of the tsunami load, a simplified approximation in terms of the flood depth is used to estimate the total of the tsunami load. By combining the effect of earthquake and tsunami hazard, a function is obtained relating the spectral acceleration of the earthquake, the flood depth of the tsunami and the drift. Finally, a case study of timber houses located in the municipality of San Andrés de Tumaco at the Colombian Pacific coast is analyzed to assess de proposed methodology. The fragility curve obtained allows a new approach to Multi-hazard risk assessment in areas susceptible to the occurrence of earthquake and tsunami.

Descargas

Los datos de descargas todavía no están disponibles.

Citas

[1] Calvi G M, Pinho R, Magenes G, Bommer J J and Crowley H 2006 Development of seismic vulnerability assessment methodologies over the past 30 years ISET J. Earthq. Technol., 43(472), pp 75–104
[2] ASCE7 2016 Minimum Design Loads and Associated Criteria for Buildings and Other Structures
[3] Koshimura S, Namegaya Y and Yanagisawa H 2009 Tsunami Fragility — A New Measure to Identify Tsunami Damage Journal Disaster Research, 4(6), pp 479–488
[4] Kameshwar S and Padgett J E 2014 Multi-hazard risk assessment of highway bridges subjected to earthquake and hurricane hazards, Eng. Struct
[5] I. Charvet and A. S. H. K. D. Sugawara 2015 A multivariate generalized linear tsunami fragility model for Kesennuma City based on maximum flow depths , velocities and debris impact , with evaluation of predictive, Nat. Hazards 79(3), pp 2073–2099
[6] Suppasri A, Fukutani Y, Abe Y and Imamura F 2013 Relationship between earthquake magnitude and tsunami height along the Tohoku coast based on historical tsunami trace database and the 2011 Great East Japan Tsunami, 30
[7] Yamin L E, Hurtado A, Rincon R, Dorado J F and Reyes J C 2017 Probabilistic seismic vulnerability assessment of buildings in terms of economic losses, Eng. Struct., 138, pp 308–323
[8] D. R. Tappin et al. 2014 Did a submarine landslide contribute to the 2011 Tohoku tsunami? Mar. Geol. 357, pp 344–361
[9] Bandara K M K and Dias W P S 2012 Tsunami wave loading on buildings: A simplified approach, J. Natl. Sci. Found. Sri Lanka, 40(3), pp 211–219
[10] Nistor I, Palermo D, Nouri Y, Murty T and Saatcioglu M 2009 Tsunami-Induced Forces on Structures, Handb. Coast. Ocean Eng., pp 261–286
[11] T. Okada, T. Sugano, and I. T, “Structural design method of buildings for tsunami resistance,” Build. Lett., vol. 11, pp. 1–8, 2004.
[12] Thusyanthan N I and Gopal S P Madabhushi 2008 Tsunami wave loading on coastal houses: a model approach, Proc. Inst. Civ. Eng. - Civ. Eng., 161(2), pp 77–86
[13] ASTM 2014 ASTM D143: Standard Test Methods for Small Clear Specimens of Timber, pp 1–31
[14] Delgado M A 2013 Maderas de Colombia, WWF-Colombia - Programa Subregional Amaz. Norte Chocó Darién, p. 88
[15] Green D W, Winandy J E and D. E. Kretschmann 1999 Mechanical properties of wood, Forest Pro. Madison
[16] RILEM 1994 RILEM TECHNICAL COMMITTEES COMMISSIONS TECHNIQUES DE LA RILEM I09-TSA : BEHAVIOUR OF TIMBER STRUCTURES UNDER SEISMIC ACTIONS Timber structures in seismic regions
[17] Nazri M 2018 Fragility Curves in Seismic Fragility Assessment for Buildings due to Earthquake Excitation, Singapore: Springer Singapore, pp. 3–30
[18] Shinozuka M, Feng M, Lee J and Naganuma T 200 Statistical Analysis of Fragility Curves, J. Geotech. Geoenvironmental Eng. ASCE, 126, pp 1224–1231
[19] FEMA 2003 Multi-hazard Loss Estimation Methodoly. Earthquake Model. Hazus. MR4. Technical Manual. Washington: Federal Emergency Management Agency
[20] Yamaguchi N and Yamazaki F 2000 Fragility Curves for Buildings in Japan Based on Damage Surveys After the 1995 Kobe Earthquake,12th World Conf. Earthq. Eng., pp 1–8
[21] Medina S 2019 Zonificación de la vulnerabilidad física para edificaciones típicas en San Andrés de Tumaco, Costa Pacífica Colombiana., Universidad Nacional de Colombia

Descargas

Publicado

2019-08-07

Cómo citar

[1]
M. Rivas, P. Luna, y J. Lizarazo, «Analytical fragility assessment of structures under earthquake and tsunami loads: a case study on the Colombian Pacific coast», TEC, vol. 29, n.º 2, ago. 2019.

Número

Vol. 29 Núm. 2 (2019): Ingeniería Sísmica

Sección

Evaluación de riesgos de múltiples riesgos en áreas rurales y urbanas

Licencia

Derechos de autor 2019 TECNIA

Creative Commons License

Esta obra está bajo una licencia internacional Creative Commons Atribución 4.0.

Los artículos publicados por TECNIA pueden ser compartidos a través de la licencia pública internacional Creative Commons: CC BY 4.0. Permisos lejos de este alcance pueden ser consultados a través del correo tecnia@uni.edu.pe