Systemic Seismic Vulnerability and Risk Analysis for Buildings, Lifeline Networks and Infrastructures Safety Gain. SYNER-G Synthetic Document

....................................................................................................................................... i Acknowledgments ..................................................................................................................... iii Deliverable Contributors ............................................................................................................ v Table of

[1]  A. Kiureghian,et al.  Aleatory or epistemic? Does it matter? , 2009 .

[2]  Kevin R. Mackie,et al.  Seismic Demands for Performance-Based Design of Bridges , 2003 .

[3]  M. Altu.  Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey , 2008 .

[4]  Taucer Fabio,et al.  Systemic seismic vulnerability assessment software user’s manual. SYNER-G Reference Report 7 , 2013 .

[5]  Kyriazis Pitilakis,et al.  Seismic Analysis and Fragility Curves of Gravity Waterfront Structures , 2010 .

[6]  Stuart D. Werner.  Seismic Guidelines for Ports: An Overview , 1998 .

[7]  S. Nies,et al.  Oil and Gas Delivery to Europe - An Overview of Existing and Planned Infrastructures , 2008 .

[8]  C. Allin Cornell,et al.  Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .

[9]  Paolo Franchin,et al.  Seismic vulnerability analysis of a complex interconnected civil Infrastructure , 2013 .

[10]  Sameh S. F. Mehanny.  A broad-range power-law form scalar-based seismic intensity measure , 2009 .

[11]  Franchin Paolo,et al.  Methodology for systemic seismic vulnerability assessment of buildings, infrastructures, networks and socio-economic impacts , 2013 .

[12]  Rui Pinho,et al.  Simplified Pushover-Based Earthquake Loss Assessment (SP-BELA) Method for Masonry Buildings , 2008 .

[13]  K. Campbell.  Next Generation Attenuation (NGA) empirical ground motion models : Can they be used in Europe , 2006 .

[14]  J. C. Das.  Power System Analysis: Short-Circuit Load Flow and Harmonics, Second Edition , 2011 .

[15]  Reginald DesRoches,et al.  Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios , 2008 .

[16]  A. Elnashai,et al.  D 8 . 7 DELIVERABLE PROJECT INFORMATION Project Title : Systemic Seismic Vulnerability and Risk Analysis for Buildings , Lifeline Networks and Infrastructures Safety , 2010 .

[17]  Taucer Fabio,et al.  Guidelines for the consideration of socio-economic impacts in seismic risk analysis , 2013 .

[18]  Andreas J. Kappos,et al.  A hybrid method for the vulnerability assessment of R/C and URM buildings , 2006 .

[19]  I. Vanzi,et al.  Seismic reliability of electric power networks : methodology and application , 1996 .

[20]  Taucer Fabio,et al.  Guidelines for deriving seismic fragility functions of elements at risk: Buildings, lifelines, transportation networks and critical facilities , 2013 .

[21]  Taucer Fabio,et al.  Systemic seismic vulnerability and loss assessment: Validation studies. SYNER-G Reference Report 6 , 2013 .

[22]  Simona Esposito,et al.  PGA and PGV Spatial Correlation Models Based on European Multievent Datasets , 2011 .

[23]  Paolo Franchin,et al.  Quantitative assessment of social losses based on physical damage and interaction with infrastructural systems , 2012 .

[24]  J. Bommer,et al.  Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East , 2010 .

[25]  一井 康二,et al.  Application of performance-based seismic design concept for caisson-type quay walls , 2003 .

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

[27]  Lluís Pujades Beneit,et al.  Probabilistic assessment of the global damage in reinforced concrete structures , 2010 .