FRAME V.1.0: A RAPID FRAGILITY-BASED SEISMIC RISK ASSESSMENT TOOL

This paper describes the software named FRAME – Fragility-based Rapid seismic Risk AssessMEnt – v.1.0. Its main objective is the worldwide assessment of structure-specific seismic risk, based on seismic hazard and fragility functions, for a number of structural typologies. To this aim, the software includes worldwide seismic hazard estimates, a literature-based expandable fragility curve inventory and damage-to-loss relationships, allowing to translate the structural damage into an expected loss for both direct damage and business interruption.

[1]  L. Faenza,et al.  Regression analysis of MCS intensity and ground motion parameters in Italy and its application in ShakeMap , 2010 .

[2]  Kaye M. Shedlock,et al.  The GSHAP Global Seismic Hazard Map , 1999 .

[3]  G-Akis Tselentis,et al.  Empirical Relationships between Modified Mercalli Intensity and Engineering Ground-Motion Parameters in Greece , 2008 .

[4]  Thomas H. Heaton,et al.  Relationships between Peak Ground Acceleration, Peak Ground Velocity, and Modified Mercalli Intensity in California , 1999 .

[5]  Ali Haydar Kayhan,et al.  Fragility based damage assesment in existing precast industrial buildings: A case study for Turkey , 2010 .

[6]  Helen Crowley,et al.  Epistemic Uncertainty in Fragility Functions for European RC Buildings , 2014 .

[7]  ESTIMATION OF MACROSEISMIC INTENSITY – NEW ATTENUATION AND INTENSITY VS . GROUND MOTION RELATIONS FOR DIFFERENT PARTS OF EUROPE , 2008 .

[8]  Fabio Petruzzelli,et al.  Scale-dependent procedures for seismic risk assessment and management of industrial building portfolios , 2013 .

[9]  Serena Cattari,et al.  Fragility Functions of Masonry Buildings , 2014 .

[10]  L. J. O'Brien,et al.  The correlation of peak ground acceleration amplitude with seismic intensity and other physical parameters , 1977, Bulletin of the Seismological Society of America.

[12]  H. Crowley,et al.  Seismic Hazard Assessment (2003–2009) for the Italian Building Code , 2011 .

[13]  Charles S. Mueller,et al.  Documentation for the 2008 update of the United States National Seismic Hazard Maps , 2008 .

[14]  T. Rossettoa,et al.  Derivation of vulnerability functions for European-type RC structures based on observational data , 2003 .

[15]  Ernesto Salzano,et al.  Quantitative risk analysis of oil storage facilities in seismic areas. , 2005, Journal of hazardous materials.

[16]  B. Bradley Epistemic Uncertainties in Component Fragility Functions , 2010 .

[17]  Roger M. W. Musson,et al.  The comparison of macroseismic intensity scales , 2010 .

[18]  Claudio Margottini,et al.  Intensity versus ground motion: A new approach using Italian data , 1992 .

[19]  K. Pitilakis,et al.  SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk: Buildings, Lifelines, Transportation Networks and Critical Facilities , 2014 .

[20]  Rui Pinho,et al.  Simplified Pushover-Based Vulnerability Analysis of Traditional Italian RC precast structures , 2008 .