Abstract
The paper presents an evaluation of the damage potential of Romanian Vrancea earthquakes based on the use of damage spectra. Spectra of a derived damage index, DM.μ u , were computed for Vrancea events with moment magnitudes larger than 6.0. In addition, strength demand spectra were determined, in order to assess the strength capacity required to limit the damage index to a specified (target) value. The resulting strength demands were then mapped for several values of DM.μ u and of the structural period. Some applications of the approach, from the structural engineering point of view, were pointed out.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Bozorgnia, Y., Bertero, V. V. (2001), Improved shaking and damage parameters for post-earthquake applications, Proceedings of the SMIP01 Seminar on Utilization of Strong-Motion Data, Los Angeles, California, September 12, p. 1 22
Cosenza, E., Manfredi, G., Ramasco, R. (1993), The use of damage functionals in earthquake engineering: a comparison between different methods, Earthquake Engineering and Structural Dynamics, Vol. 22, pp. 855–868
Craifaleanu, I. G. (2001), Characterisation of seismic response using damage indices, Buletinul AICPS, No. 2, pp. 71–79 (in Romanian)
Craifaleanu, I. G. (2005), Nonlinear Single-Degree-of Freedom Models in Earthquake Engineering, Matrix Rom Publishers, Bucharest (in Romanian)
Craifaleanu, I. G., Lungu, D., Borcia, I. S. (2006), Shakemaps of nonlinear spectral ordinates for Vrancea earthquakes, Proceedings of the First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, 3–8 September, Paper No. 1257 (on CD-ROM)
Lungu, D., Craifaleanu, I. G. (2007), Spatial distribution of strength and displacement demands for Romanian earthquakes, Proceedings of the International Symposium on Seismic Risk Reduction, The JICA Technical Cooperation Project in Romania, Bucharest, April 26–27, pp. 407–412, Paper ID: 79
Fajfar, P. (1992), Equivalent ductility factors, taking into account low-cycle fatigue, Earthquake Engineering and Structural Dynamics, Vol. 21 (10), pp. 837–848
Mahin, S. A., Lin, J. (1983), Construction of Inelastic Response Spectra for Single-Degree-of-Freedom Systems: Computer Program and Applications. Report No. UCB/EERC-83/17, Earthquake Engineering Research Center, University of California, Berkeley, California
Park, Y.-J., Ang, A. H.-S. (1985), Mechanistic seismic damage model for reinforced concrete, Journal of Structural Engineering, Vol. 111 (4), pp. 722–739
Teran-Gilmore, A. (1996), Performance-Based Earthquake-Resistant Design of Framed Buildings Using Energy Concepts. Ph.D. thesis, University of California, Berkeley
Seismic Database for Romanian Earthquakes (2001), National Institute for Building Research, INCERC, and National Institute for Earthquake Physics, NIEP; research founded by the Romanian Ministry of Education and Research
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2008 Springer Science + Business Media B.V.
About this paper
Cite this paper
Craifaleanu, I., Lungu, D. (2008). An Assessment of Damage Potential and Building Performance Demands for Romanian Vrancea Earthquakes. In: Zaicenco, A., Craifaleanu, I., Paskaleva, I. (eds) Harmonization of Seismic Hazard in Vrancea Zone. NATO Science for Peace and Security Series C: Environmental Security. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-9242-8_16
Download citation
DOI: https://doi.org/10.1007/978-1-4020-9242-8_16
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-9241-1
Online ISBN: 978-1-4020-9242-8
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)