DOI QR코드

DOI QR Code

Seismic vulnerability assessment of buildings based on damage data after a near field earthquake (7 September 1999 Athens - Greece)

  • Eleftheriadou, Anastasia K. (Laboratory of RC, Department of Civil Engineering, Democritus University of Thrace) ;
  • Karabinis, Athanasios I. (Laboratory of RC, Department of Civil Engineering, Democritus University of Thrace)
  • Received : 2011.05.26
  • Accepted : 2011.10.31
  • Published : 2012.04.25

Abstract

The proposed research includes a comprehensive study on the seismic vulnerability assessment of typical building types, representative of the structural materials, the seismic codes and the construction techniques of Southern Europe. A damage database is created after the elaboration of the results of the observational data obtained from post-earthquake surveys carried out in the area struck by the September 7, 1999 Athens earthquake, a near field seismic event in an extended urban region. The observational database comprises 180.945 buildings which developed damage of varying degree, type and extent. The dataset is elaborated in order to gather useful information about the structural parameters influence on the seismic vulnerability and their correlation to the type and degree of building damages in near field earthquakes. The damage calibration of the observational data was based on label - damage provided by Earthquake Planning and Protection Organization (EPPO) in Greece and referred to the qualitative characterization for the recording of damage in post-earthquake surveys. Important conclusions are drawn on the parameters that influence the seismic response based on the wide homogeneous database which adds to the reliability of the collected information and reduces the scatter on the produced results.

Keywords

References

  1. Andrikopoulou, K.P. (1989), "Damage assessment from the earthquakes of Kalamata on 1986 - Correlation of damage distribution with soil conditions in Kalamata: national report", Bull. Int. Inst. Seismol. Earthq. Eng., 23, 169-188.
  2. ATC-13 (1985), Earthquake Damage Evaluation Data for California, Redwood City, CA.
  3. Bouckovalas, G.D. and Kouretzis, G.P. (2001), "Stiff soil amplification effects in the 7 September 1999 Athens (Greece) earthquake", Soil Dyn. Earthq. Eng., 21(8), 671-687. https://doi.org/10.1016/S0267-7261(01)00045-8
  4. Carreno, M.L., Cardona, O.D. and Barbat, A.H. (2004), "New techniques applied to post earthquake assessment of buildings", Intersection/Intersectii, 1(9), 12-22.
  5. Dolce, M., Kappos, A., Masi, A., Penelis, G. and Vona, M. (2006) "Vulnerability assessment and earthquake damage scenarios of the building stock of Potenza (Southern Italy) using Italian and Greek methodologies", Eng. Struct., 28(3), 357-371. https://doi.org/10.1016/j.engstruct.2005.08.009
  6. Dolce, M., Masi, A., Marino, M. and Vona, M. (2003), "Earthquake damage scenarios of the building stock of Potenza (Southern Italy) including site effects", Bull. Earthq. Eng., Kluwer Academic Publishers, 1(1), 115- 140. https://doi.org/10.1023/A:1024809511362
  7. D' Ayala, D., Spence, R., Oliveira, C. and Pomonis, A. (1997), "Earthquake loss estimation for Europe's historic town centres", Earthq. Spectra, 13(4), 773-793. https://doi.org/10.1193/1.1585980
  8. Eleftheriadou, A.K. (2009), "Contribution to the seismic vulnerability assessment of reinforced concrete structures" (in Greek), Ph.D. Thesis, Civil Engineering Dept, Democritus University of Thrace, Greece.
  9. Eleftheriadou, A.K. and Karabinis, A.I. (2008a), "Empirical seismic vulnerability evaluation based on earthquake damage data", Proceedings of the International Conference on Earthquake Engineering and Disaster Mitigation 2008, paper no.ICEED08-159, Jakarta, Indonesia.
  10. Eleftheriadou, A.K. and Karabinis, A.I. (2008b), "Damage probability matrices derived from earthquake statistical data", Proceedings of the 14th World Conference on Earthquake Engineering, paper no.07-0201, Beijing, China.
  11. Eleftheriadou, A.K. and Karabinis, A.I. (2008c), "Seismic vulnerability assessment with damage probability matrices" (in Greek), Proceedings of the 3rd Greek Conference on Earthquake Engineering and Technical Seismology, paper no.2108, Athens, Greece.
  12. Eleftheriadou, A.K. and Karabinis, A.I. (2010), "Seismic damage scales in reinforced concrete structures" (in Greek), Technika Chronika, Scientific Journal of the Technical Chamber of Greece, no.3/2010.
  13. Eleftheriadou, A.K. and Karabinis, A.I. (2011), "Development of damage probability matrices based on Greek earthquake damage data," Earthq. Eng. Eng. Vib., 10(1), 129-141. https://doi.org/10.1007/s11803-011-0052-6
  14. Faccioli, E., Pessina, V., Calvi, G.M. and Borzi, B. (1999), "A study on damage scenarios for residential buildings in Catania city", J. Seismol., 3(3), 327-343. https://doi.org/10.1023/A:1009856129016
  15. FEMA 273. (1997), "NEHRP Guidelines for the seismic rehabilitation of buildings", Federal Emergency Management Agency, Washington, DC.
  16. Foltz, R. (2004), "Estimating seismic damage and repair costs", MAE Center Project CM-4, The Citadel, Texas A&M, Advisor Dr. Mary Beth Hueste.
  17. Gazetas, G. and Collaborators (2001), "Computational and experimental assessment of strong motion within the meizoseismal area of Parnitha, 7-9-99, earthquake (in Greek)" (in Greek), Technical Report, Earthquake Planning and Protection Organization, Athens, 1-207.
  18. Ghobarah, A. (2004), "On drift limits associated with different damage levels", Proceedings of International Workshop on Performance-Based Seismic Design, Department of Civil Engineering, McMaster University, Bled, Slovenia.
  19. $HAZUS^R99$ (SR2) (1999), "Earthquake loss estimation methodology", Advanced Engineering Building Module, Technical and User's Manual, Federal Emergency Management Agency (FEMA), National Institute of Building Sciences, Washington, D.C.
  20. Hutchings, L., Ioannidou, E., Foxall, W., Voulgaris, N., Savy, J., Kalogeras, I., Scognamiglio, L. and Stavrakakis, G., (2007), "A physically based strong ground-motion prediction methodology; application to PSHA and the 1999 Mw = 6.0 Athens earthquake", Geophys. J. Int., 168(2), 659-680. https://doi.org/10.1111/j.1365-246X.2006.03178.x
  21. ITSAK-AUTH (2004), "Athens earthquake: assessment of vulnerability in the disaster area and correlation to the real distribution of buildings damage after the earthquake", (in Greek), Research Program, Institute of Engineering Seismology and Earthquake Engineering (ITSAK) - Earthquake Planning and Protection Organization (EPPO), Thessaloniki, Greece. (In Greek).
  22. Kalogeras, I.S. and Stavrakakis, G.N. (2001), "The Athens, Greece September 7th, 1999 earthquake: strong motion data processing (7/9/1999- 31/3/2000)", National Observatory of Athens, Geodynamic Institute, publ. 14, cd-rom with user's manual.
  23. Kappos A.J., Stylianidis K.C. and Pitilakis K. (1998), "Development of seismic risk scenarios based on a hybrid method of vulnerability assessment", Journal of Natural Hazards, 17(2), 177-192. https://doi.org/10.1023/A:1008083021022
  24. Kappos, A.J. (2007), "Seismic vulnerability and risk assessment of urban habitat in Southern European cities", Proceedings of the Urban Habitat Constructions under Catastrophic Events Workshop, (COST C26), 115-129, Prague.
  25. Kappos, A.J., Lekidis, V., Panagopoulos, G., Sous, I., Theodulidis, N., Karakostas, Ch., Anastasiadis, T., Salonikios, T. and Margaris, B. (2007), "Analytical estimation of economic loss for buildings in the area struck by the 1999 Athens earthquake and comparison with statistical repair costs", Earthq. Spectra, 23(2), 333-355. https://doi.org/10.1193/1.2720366
  26. Kappos, A.J., Pitilakis, K., Morfidis, K. and Hatzinikolaou, N. (2002), "Vulnerability and risk study of Volos (Greece) metropolitan area", Proceedings of the 12th ECEE, 74, London, UK.
  27. Karabinis, A.I. and Baltzopoulou, A.D. (2006), "Correlation of damage factor and repairing cost in structures damaged by the 7th - 9 - 1999 Athens earthquake" (in Greek), Proceedings of the 15th Greek Conference on Concrete, Alexandroupoli, B3, 294-304.
  28. Karabinis, A.I. and Eleftheriadou, A.K. (2007), "Vulnerability assessment derived from earthquake damage data", Proceedings of the ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 1264. Rethymno, Crete, Greece.
  29. Karantoni, F.V. and Fardis, M.N. (2004), "Damage to reinforced concrete buildings due to the aegion (gr) 1995 earthquake", International Symposium Durability and Maintenance of Concrete Structures, Dubrovnik, Croatia, 249-256.
  30. Katsikas, A., Theodorakis, S., Thoma, T.H. and Panagiotopoulou, D. (2006), "ARISTION/Part6.2.b. - Damage data from the repair files", (in Greek), Earthquake Planning and Protection Organization, Athens, Greece.
  31. Lagomarsino, S. and Giovinazzi, S. (2006), "Macroseismic and mechanical model for the vulnerability and damage assessment of current buildings", Bull. Earthq. Eng., 4(4), 415-443. https://doi.org/10.1007/s10518-006-9024-z
  32. Lekkas, E. (2001), "The Athens earthquake (7 September 1999): intensity distribution and controlling factors", Eng. Geol., 59(3-4), 297-311. https://doi.org/10.1016/S0013-7952(00)00119-8
  33. National Technical Chamber of Greece (2001), Vulnerability Assessment of Buildings (in Greek), National programme for earthquake management of existing buildings, Final Report, Technical Team No.I.2, Athens, Greece.
  34. National Technical Chamber of Greece (2006), Pre-Earthquake Reinforcement of Existing Buildings (in Greek), National programme for earthquake management of existing buildings, Athens, Greece.
  35. Panagopoulos, G. and Kappos, A.J. (2009), "Development of a unified seismic damage database for buildings from Greek earthquakes and utilization for the derivation of fragility curves", (in Greek), Proceedings of 16th Concrete Conference, Pafos, Cyprus.
  36. Papadimitriou, P., Voulgaris, N., Kassaras, I.G., Kaviris, G., Delibasis, N. and Makropoulos, K. (2002), "The Mw = 6.0, 7 September 1999 Athens Earthquake", Natural Hazards, Kluwer Academic Publishers, 27(1-2), 15-33. https://doi.org/10.1023/A:1019914915693
  37. Penelis, G.G., Sarigiannis, D., Stavrakakis, E. and Stylianidis, K.C. (1989) "A statistical evaluation of damage to buildings in the Thessaloniki, Greece, earthquake of June, 20, 1978", Proceedings of 9th WCEE, Tokyo-Kyoto, Japan, VII, 187-192.
  38. Rossetto, T. and Elnashai, A. (2003), "Derivation of vulnerability functions for European-type RC structures based on observational data", J. Eng. Struct., 25(10), 1241-1263. https://doi.org/10.1016/S0141-0296(03)00060-9
  39. Rota, M., Penna, A. and Strobbia, C.L. (2008), "Processing Italian damage data to derive typological fragility curves", Soil Dyn. Earthq. Eng., 28(10-11), 933-947. https://doi.org/10.1016/j.soildyn.2007.10.010
  40. Roumelioti, R., Kiratzi, A. and Theodulidis, N. (2004), "Stochastic strong ground-motion simulation of the 7 september 1999Athens (Greece) earthquake", B. Seismol. Soc. Am., 94(3), 1036-1052. https://doi.org/10.1785/0120030219
  41. Sarabandi, P., Pachakis, D., King, S. and Kiremidjian, A. (2003), "Development of empirical building performance functions data from past earthquakes", Proceedings of ICASP-9, 629-635.
  42. Schenkova, Z., Schenk, V., Kalogeras, I., Pichl, R., Kottnauer, P., Papatsimba, C. and Panopoulou, G. (2007), "Isoseismal maps drawing by the Kriging method", Journal of Seismology, Springer Netherlands, 11(1), 121- 129. https://doi.org/10.1007/s10950-006-9023-1
  43. SEAOC 1995 (1995), Vision 2000 - A framework for performance based design, Volumes I, II, III. Structural Engineers Association of California, Vision 2000 Committee. Sacramento, California.
  44. Tesfamariam, S. and Saatcioglu, M. (2008), "Risk-based seismic evaluation of reinforced concrete buildings", Earthq. Spectra, Earthquake Engineering Research Institute, 24(3), 795-821. https://doi.org/10.1193/1.2952767
  45. Vlahos, I. and Vlahos, S. (2008), "Correlation of economic losses due to earthquake with the structural characteristics of structures" (in Greek), Proceedings of the 3rd Greek Conference on Earthquake Engineering and Technical Seismology, Athens, Greece.

Cited by

  1. Correlation between parameters of pulse-type motions and damage of low-rise RC frames vol.7, pp.3, 2014, https://doi.org/10.12989/eas.2014.7.3.365
  2. Risk assessment of steel and steel-concrete composite 3D buildings considering sources of uncertainty vol.6, pp.1, 2014, https://doi.org/10.12989/eas.2014.6.1.019
  3. Correlation of Structural Seismic Damage with Fundamental Period of RC Buildings vol.03, pp.01, 2013, https://doi.org/10.4236/ojce.2013.31006
  4. Effect of near field earthquake on the monuments adjacent to underground tunnels using hybrid FEA-ANN technique vol.10, pp.4, 2016, https://doi.org/10.12989/eas.2016.10.4.757
  5. Retrofitting of vulnerable RC structures by base isolation technique vol.9, pp.3, 2015, https://doi.org/10.12989/eas.2015.9.3.603
  6. Assessment of seismic fragility curves for existing RC buildings in Algiers after the 2003 Boumerdes earthquake vol.46, pp.6, 2013, https://doi.org/10.12989/sem.2013.46.6.791
  7. Performance Analysis of Steel Structures with A3 Irregularities vol.18, pp.3, 2018, https://doi.org/10.1007/s13296-018-0046-6
  8. Design in shear of reinforced concrete short columns vol.4, pp.3, 2012, https://doi.org/10.12989/eas.2013.4.3.265
  9. Evaluation of damage probability matrices from observational seismic damage data vol.4, pp.3, 2013, https://doi.org/10.12989/eas.2013.4.3.299
  10. 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
  11. Evaluation of anchorage performance of the switchboard cabinet under seismic loading condition vol.12, pp.5, 2012, https://doi.org/10.1177/1687814020926309