D-A-CH TAGUNG 2011 - SGEB

der Universität Kassel in Zusammenarbeit mit der Munich Re eine Software entwickelt, dieso konzipiert ist, dass sie auch andere Tragwerksarten (z.B. Stahlbeton) behandeln kann,sobald hierfür geeignete 3D FE Modelle zur Verfügung stehen.Und obwohl für die Versicherungsrate nichtlineare FE Berechnungen offensichtlich keinegroße Rolle spielen, erhalten sie dann Bedeutung, wenn das Konzept auf dieRisikoabschätzung einer einzelnen Region angewendet werden soll.Literaturverzeichnis[1] USGS, Web page, (Stand: 30. Juni 2011)http://www.usgs.gov/,[2] GEM, Web page, (Stand: 30. Juni 2011)http://www.globalquakemodel.org/[3] O. C. Zienkiewicz, The Finite Element Method, McGraw-Hill Book Company, 1967[4] G.M. Calvi, R. Pinho, J.J. Magenes, L.F. Restrepo-Vélez and H. Crowley,“Development of seismic vulnerability assessment methodologies over the last 30years”. ”. ISET-Journal of Earthquake Technology, Paper No. 472, Vol. 43, No. 3, pp.75-104, 2006[5] R.V. Whitman, J.W. Reed and S.T. Hong, “Earthquake Damage ProbabilityMatrices”,Proceedings of the Fifth World Conference on Earthquake Engineering,Rome, Italy, Vol. 2,pp. 2531-2540, 1973[6] D. Benedetti and V. Petrini, “Sulla Vulnerabilità Di Edifici in Muratura: Proposta Di UnMetodo Di Valutazione”, L‟industria delle Costruzioni, Vol. 149, No. 1, pp. 66-74, 1984[7] R. Spence, A.W. Coburn and A. Pomonis, “Correlation of Ground Motion with BuildingDamage: The Definition of a New Damage-Based Seismic Intensity Scale”, Proceedingsof the Tenth World Conference on Earthquake Engineering, Madrid, Spain, Vol. 1, pp.551-556, 1992[8] JBDPA, “Standard for Seismic Capacity Assessment of Existing Reinforced ConcreteBuildings”, Japanese Building Disaster Prevention Association, Ministry ofConstruction, Tokyo, Japan, 1990[9] A. Singhal and A.S. Kiremidjian, “Method for Probabilistic Evaluation of SeismicStructural Damage”, Journal of Structural Engineering, ASCE, Vol. 122, No. 12, pp.1459-1467, 1996[10] A.J. Kappos, K. Pitilakis and K.C. Stylianidis, “Cost-Benefit Analysis for the SeismicRehabilitation of Buildings in Thessaloniki, Based on a Hybrid Method of VulnerabilityAssessment”, Proceedings of the Fifth International Conference on Seismic Zonation,Nice, France, Vol. 1, pp. 406-413., 1995[11] A. Bernardini, R. Gori and C. Modena, “Application of Coupled Analytical Models andExperimental Knowledge to Seismic Vulnerability Analyses of Masonry Buildings” in“Engineering Damage Evaluation and Vulnerability Analysis of Building Structures(edited by A. Koridze)”, Omega Scientific, Oxon, U.K, 1990[12] J. Park, P. Towashiraporn, J.I. Craig, and B.J. Goodno, “Analytical fragility assessmentof a low-rise URM building”, The 14 th World Conference on Earthquake Engineering,Beijing, China, 200849412