Structural Engineering and Mechanics

  • 제46권6호
  • /
  • Pages.791-808
  • /
  • 2013
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Assessment of seismic fragility curves for existing RC buildings in Algiers after the 2003 Boumerdes earthquake

  • 투고 : 2012.03.05
  • 심사 : 2013.05.31
  • 발행 : 2013.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

The main purpose of this paper is to develop seismic fragility curves for existing reinforced concrete, RC, buildings based on the post earthquake field survey and the seismic performance using capacity design. Existing RC buildings constitute approximately 65% of the total stock in Algiers. This type of buildings, RC, was widely used in the past and chosen as the structural type for the future construction program of more than 2 millions apartments all over Algeria. These buildings, suffered moderate to extensive damage after the 2003 Boumerdes earthquake, on May 21st. The determination of analytical seismic fragility curves for low-rise and mid-rise existing RC buildings was carried out based on the consistent and complete post earthquake survey after that event. The information on the damaged existing RC buildings was investigated and evaluated by experts. Thirty four (34) communes (districts) of fifty seven (57), the most populated and affected by earthquake damage were considered in this study. Utilizing the field observed damage data and the Japanese Seismic Index Methodology, based on the capacity design method. Seismic fragility curves were developed for those buildings with a large number data in order to get a statistically significant sample size. According to the construction period and the code design, four types of existing RC buildings were considered. Buildings designed with pre-code (very poor structural behavior before 1955), Buildings designed with low code (poor structural behavior, between 1955-1981), buildings designed with medium code (moderate structural behavior, between 1981-1999) and buildings designed with high code (good structural behavior, after 1999).

키워드

참고문헌

  1. Anastasia, K.E. and Athanasios, I.K. (2012), "Seismic vulnerability assessment of buildings based on damage data after a near field earthquake (7 September 1999 Athens - Greece)", Eartquakes and Structures, 3(2), 117-140. https://doi.org/10.12989/eas.2012.3.2.117
  2. Barbat, A.H., Pujades, L.G. and Lantada, N. (2008), "Seismic damage evaluation in urban areas using the capacity spectrum method: application to Barcelona", Soil. Dyn. And Earth. Eng., 28(10), 851-865. https://doi.org/10.1016/j.soildyn.2007.10.006
  3. Borzi, B., Vona, M., Masi, A., Pinho, R. and Pola, D. (2013), "Seismic demand estimation of RC frame buildings based on simplified and nonlinear dynamic analyses", Eartquakes and Structures, 4(2), 157-179. https://doi.org/10.12989/eas.2013.4.2.157
  4. Carlotta, P.L., Vicente, R., Lagomarsino, S. and Varum, H. (2012), "A mechanical model for the seismic vulnerability assessment of old masonry buildings", Eartquakes and Structures, 2(1), 25-42.
  5. C.G.S. (2003), "Seismic Code for Building Design and Construction, R.P.A 99/Version 2003, DTR-BC 2.48", National Earthquake Engineering Centre, Algiers, Algeria.
  6. Devechere, J., Yelles, K., Domzig, A., Mercier de Lepinay, B., Bouilin, J.P., Gaullier, V., Bracene, R., Calais, E., Savoye, B., Kherroubi, A., Le Roy, P., Pauc, H. and Dan, G. (2005), "Active thrust faulting offshore Boumerdes, Algeria, and its relation to the 2003 Mw 6.9 earthquake", Geophysical Research Letters, 32, L04311.
  7. Direction du Logement et des Equipements Publics (D.L.E.P) (2004), "Consequences du seisme sur le parc logement et les equipements publics", Wilaya de Boumerdes.
  8. Erberik, M.A. (2008), "Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey", Eng. Struct., 30(5), 1360-74. https://doi.org/10.1016/j.engstruct.2007.07.016
  9. Tacigrolu, E. and Khalil-Tehrani, P. (2008), "Older Reinforced Concrete Buildings", The ShakeOut Scenario, Supplement study, Open file report 2008-1150, University of California, Los Angeles, USA.
  10. Ghobarah, A. (2004), "On drift limits associated with different damage levels", B1'04 Confrence, Bled, Slovenia, June.
  11. Ghosh, J. and Padgett, J.E. (2010), "Aging considerations in the development of time-dependant seismic fragility curves", J. Struct. Eng., 136(12), 1497-511. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000260
  12. Inoue, A. and Mehani, Y. (2008), "Seismic evaluation and retrofit plan of existing reinforced concrete buildings of algiers in Algeria", Proc. 14th WCEE, Beijing, China.
  13. Japan Building Disaster Prevention Association (2001) "Standard for seismic evaluation of existing reinforced concrete buildings", JBDPA, (English version, 1st Edition), Tokyo, Japan.
  14. Ji, J., Elnashai, A.S. and Kuchma, D.A. (2007), "An analytical framework for seismic fragility analysis of RC high-rise buildings", Eng. Struc., 29(12), 3197-209. https://doi.org/10.1016/j.engstruct.2007.08.026
  15. JICA-CGS (2006), "A study of Seismic Micro zoning of the Wilaya of Algiers in the People's Democratic Republic of Algeria", Final report, Oyo Inter. Corp., Nippon Koei Co. Ltd.
  16. Laouami, N., Slimani, N., Bouhadad, Y., Chatelain, J.L. and Nour, A. (2006), "Evidence for fault-related directionality and localized site effects from strong motion recordings of the 2003 Boumerdes (Algeria) earthquake: Consequences on damage distribution and the Algerian Seismic Code", Soil. Dyn. Earth. Eng., 26, 991-1003. https://doi.org/10.1016/j.soildyn.2006.03.006
  17. Mehani, Y., Benouar, D., Bechtoula, H. and Kibboua, A. (2011), "Vulnerability evaluation of the Strategic Buildings in Algiers (Algeria): a methodology", Int. J. Nat. Hazards., DOI 10.1007/s 11069-011-9774/z.
  18. Meslem, A., Yamazaki, F., Maruyama, Y., Benouar, D., Kibboua, A. and Mehani, Y. (2012), "The effects of building characteristics and site conditions on the damage distribution in boumerdes after the 2003 Algeria earthquake", Earthquake Spectra, 28,(1), 185-216. https://doi.org/10.1193/1.3675581
  19. Moehle, J.P. (2007), "New information on the seismic Performance of Existing Concrete Buildings", EERI Tech. Seminar developed by PEER and funded by FEMA.
  20. Nour El-Din Abd-Alla, M. (2007), "Application of Recent Techniques of Pushover for Evaluating Seismic Performance of Multistory Buildings", M. Sc. Diss., Faculty of Eng., Cairo Univ., Egypt.
  21. Ousalem, H. and Bechtoula, H. (2005), "Inventory survey of the 2003 Zemmouri (Algeria) earthquake: case study of Dergana city", J. Adv. Conc. Tech., 3, 175-183. https://doi.org/10.3151/jact.3.175
  22. Park, J., Towashiraporn, P., Craig, J.I and Goodno, B.J. (2009), "Seismic fragility analysis of low-rise unreinforced masonry structures", Eng. Struc., 31(1), 125-37. https://doi.org/10.1016/j.engstruct.2008.07.021
  23. Polese, M., Verderame, G.M. and Manfredi, G. (2011), "Static vulnerability of existing R.C. buildings in Italy: a case study", Structural Engineering and Mechanics, 39(4), 599-620. https://doi.org/10.12989/sem.2011.39.4.599
  24. Ramamoorthy, S.K, Gardoni, P. and Bracci, J.M. (2006), "Probabilistic demand models and fragility curves for reinforced concrete frames", J. Struc. Eng., 132(10), 1563-72. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1563)
  25. Rodriguez, M. and Padilla, D. (2009), "A damage Index for the seismic analysis of reinforced concrete members", J. Earthq. Eng., 13(3), 364-383. https://doi.org/10.1080/13632460802597893
  26. Rosseto, T. and Elnashai, A. (2003), "Derivation of vulnerability functions for European-type RC structures based on observational data", Eng. Struct., 25(10), 1241-1263. https://doi.org/10.1016/S0141-0296(03)00060-9
  27. Rosseto, T. (2004), "Vulnerability curves for the seismic assessment of reinforced concrete buildings populations", Ph.D. Thesis, Dep. Civ. Env. Eng., Imperial College, University of London.
  28. Shinozuka, M. and Feng, M.Q. (2000a), "Nonlinear static procedure for fragility curves development", J. Eng. Mech., ASCE, 126(12), 1287-95. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1287)
  29. Shinozuka, M. and Feng, M.Q. (2000b), "Statistical analysis of fragility curves", J. Eng. Mech., ASCE, 126(12), 1224-31. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1224)
  30. Wilson, E. and Habibullah, A. (2004), "Three Dimensional Static and Dynamic Analysis of Structures, SAP 2000, V11.0", Integrated software for structural analysis and design, Berkeley, CA, USA.
  31. Zermout, S., Bakhti, F., Mehani, Y., Inukai, M., Azuhata, T. and Saito, T. (2008), "Seismic vulnerability of a strategic building designed by Algerian seismic code RPA99, using the capacity spectrum method". Proc. 14th WCEE, Beijing, China.

피인용 문헌

  1. Development of an integrated approach for Algerian building seismic damage assessment vol.47, pp.4, 2013, https://doi.org/10.12989/sem.2013.47.4.471
  2. A parametric study on seismic fragility analysis of RC buildings vol.10, pp.3, 2016, https://doi.org/10.12989/eas.2016.10.3.629
  3. Seismic response of current RC buildings in Kathmandu Valley vol.53, pp.4, 2015, https://doi.org/10.12989/sem.2015.53.4.791
  4. Effect of MDOF structures' optimal dampers on seismic fragility of piping vol.9, pp.3, 2015, https://doi.org/10.12989/eas.2015.9.3.563
  5. Uncertainty reduction of seismic fragility of intake tower using Bayesian Inference and Markov Chain Monte Carlo simulation vol.63, pp.1, 2017, https://doi.org/10.12989/sem.2017.63.1.047
  6. Reliability-based fragility analysis of nonlinear structures under the actions of random earthquake loads vol.66, pp.1, 2018, https://doi.org/10.12989/sem.2018.66.1.075
  7. Comparison of the seismic performance of existing RC buildings designed to different codes vol.14, pp.6, 2018, https://doi.org/10.12989/eas.2018.14.6.505
  8. Seismic risk assessment of intake tower in Korea using updated fragility by Bayesian inference vol.69, pp.3, 2019, https://doi.org/10.12989/sem.2019.69.3.317