Current Challenges and Future Trends in Analytical Fragility and Vulnerability Modeling

The lack of empirical data regarding earthquake damage or losses has propelled the development of dozens of analytical methodologies for the derivation of fragility and vulnerability functions. Each method will naturally have its strengths and weaknesses, which will consequently affect the associated risk estimates. With the purpose of sharing knowledge on vulnerability modeling, identifying shortcomings in the existing methods, and recommending improvements to the current practice, a group of vulnerability experts met in Pavia (Italy) in April 2017. Critical topics related to the selection of ground motion records, modeling of complex real structures through simplified approaches, propagation of aleatory and epistemic uncertainties, and validation of vulnerability results were discussed, and suggestions were proposed to improve the reliability and accuracy in vulnerability modeling.

[1]  Enrico Spacone,et al.  FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .

[2]  Dawn E. Lehman,et al.  A model to simulate special concentrically braced frames beyond brace fracture , 2013 .

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

[4]  Rui Pinho,et al.  Development of the OpenQuake engine, the Global Earthquake Model’s open-source software for seismic risk assessment , 2014, Natural Hazards.

[5]  Manolis Papadrakakis,et al.  MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES: COMPUTATIONAL ISSUES , 2008 .

[6]  Robin Spence,et al.  Earthquake Loss Estimation for Europe's Historic Town Centres , 1997 .

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

[8]  Matjaž Dolšek,et al.  Seismic fragility functions of industrial precast building classes , 2016 .

[9]  Kyriazis Pitilakis,et al.  Seismic vulnerability assessment of high-rise non-ductile RC buildings considering soil–structure interaction effects , 2015 .

[10]  Dimitrios Vamvatsikos,et al.  Guidelines for analytical vulnerability assessment of low- to mid-rise buildings - Methodology , 2014 .

[11]  Dimitrios Vamvatsikos,et al.  SPO2FRAG: software for seismic fragility assessment based on static pushover , 2017, Bulletin of Earthquake Engineering.

[12]  Dimitrios Vamvatsikos,et al.  Conditional spectrum‐based ground motion record selection using average spectral acceleration , 2017 .

[13]  Andre Filiatrault,et al.  Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering , 2014, Earthquake Engineering and Engineering Vibration.

[14]  Héctor Dávalos,et al.  A Ground Motion Prediction Model for Average Spectral Acceleration , 2018, Journal of Earthquake Engineering.

[15]  Humberto Varum,et al.  A mechanical model for the seismic vulnerability assessment of old masonry buildings , 2011 .

[16]  Carlos Marcelo Ramirez Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering , 2009 .

[17]  Farzin Zareian,et al.  Validation of Simulated Earthquake Ground Motions Based on Evolution of Intensity and Frequency Content , 2015 .

[18]  A. Pomonis,et al.  Derivation of Globally Applicable Casualty Rates for use in Earthquake Loss Estimation Models , 2012 .

[19]  S. Lagomarsino,et al.  Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings , 2006 .

[20]  Eduardo Miranda,et al.  Probabilistic estimation of maximum inelastic displacement demands for performance‐based design , 2007 .

[21]  Kyriazis Pitilakis Earthquake Risk Assessment: Certitudes, Fallacies, Uncertainties and the Quest for Soundness , 2015 .

[22]  M. Menegotto Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .

[23]  Rui Pinho,et al.  Framework for Developing Fragility and Consequence Models for Local Personal Risk , 2017 .

[24]  Brendon A. Bradley,et al.  Guidance on the Utilization of Earthquake-Induced Ground Motion Simulations in Engineering Practice , 2017 .

[25]  Robert E. Bachman,et al.  Creating Fragility Functions for Performance-Based Earthquake Engineering , 2007 .

[26]  Charles Scawthorn,et al.  GEM Building Taxonomy (Version 2.0) , 2013 .

[27]  Dimitrios Vamvatsikos,et al.  Application of Nonlinear Static Procedures for the Seismic Assessment of Regular RC Moment Frame Buildings , 2014 .

[28]  Serena Cattari,et al.  TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings , 2013 .

[29]  Farzin Zareian,et al.  Validation of ground‐motion simulations for historical events using MDoF systems , 2013 .

[30]  Rui Pinho,et al.  Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models , 2008 .

[31]  J. W. Meek,et al.  Dynamic behaviour of building‐foundation systems , 1974 .

[32]  Vitor Silva,et al.  Combining USGS ShakeMaps and the OpenQuake‐engine for damage and loss assessment , 2019, Earthquake Engineering & Structural Dynamics.

[33]  Humberto Varum,et al.  Evaluation of analytical methodologies to derive vulnerability functions , 2012 .

[34]  V. Silva,et al.  Assessment of earthquake damage considering the characteristics of past events in South America , 2017 .

[35]  Hugo Augusto,et al.  Cyclic behaviour characterization of web panel components in bolted end-plate steel joints , 2017 .

[36]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[37]  Vincenzo Piluso,et al.  Structural Steel Semirigid Connections: Theory, Design, and Software , 1999 .

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

[39]  S. Lagomarsino,et al.  Seismic Vulnerability of Existing Buildings , 2013 .

[40]  Robin Spence The full-scale laboratory: the practice of post-earthquake reconnaissance missions and their contribution to earthquake engineering , 2015 .

[41]  D. D’Ayala,et al.  Force and Displacement Based Vulnerability Assessment for Traditional Buildings , 2005 .

[42]  S. C. Dutta,et al.  Response of low-rise buildings under seismic ground excitation incorporating soil-structure interaction , 2004 .

[43]  Rui Pinho,et al.  Investigation of the characteristics of Portuguese regular moment-frame RC buildings and development of a vulnerability model , 2015, Bulletin of Earthquake Engineering.

[44]  José Miguel Castro,et al.  Evaluation of the rotation capacity limits of steel members defined in EC8-3 , 2017 .

[45]  C. Allin Cornell,et al.  Earthquakes, Records, and Nonlinear Responses , 1998 .

[46]  Curt B. Haselton,et al.  Expected earthquake damage and repair costs in reinforced concrete frame buildings , 2012 .

[47]  Marius Pinkawa,et al.  A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems , 2020 .

[48]  A. Benedetti,et al.  Mechanical properties of masonry with environmental degradation , 2022 .

[49]  Özgür Eren,et al.  Time-dependent seismic performance assessment of a single-degree-of-freedom frame subject to corrosion , 2012 .

[50]  Marshall Lew,et al.  AN ALTERNATIVE PROCEDURE FOR SEISMIC ANALYSIS AND DESIGN OF TALL BUILDINGS LOCATED IN THE LOS ANGELES REGION 2008 Edition , 2008 .

[51]  Dawn E. Lehman,et al.  IMPROVED ANALYTICAL MODEL FOR SPECIAL CONCENTRICALLY BRACED FRAMES , 2012 .

[52]  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 .

[53]  Helmut Krawinkler Importance of good nonlinear analysis , 2006 .

[54]  Nicolas Luco,et al.  Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .

[55]  M. D’Amico,et al.  SYNTHESIS: a web repository of synthetic waveforms , 2016, Bulletin of Earthquake Engineering.

[56]  Mohsen Rahnama,et al.  Development of earthquake vulnerability functions for tall buildings , 2012 .

[57]  Jack W. Baker,et al.  Spectral Variability and Its Relationship to Structural Response Estimated from Scaled and Spectrum-Matched Ground Motions , 2016 .

[58]  Brendon A. Bradley,et al.  A critical examination of seismic response uncertainty analysis in earthquake engineering , 2013 .

[59]  Rui Pinho,et al.  Evaluation of analytical methodologies used to derive vulnerability functions , 2014 .

[60]  Maria Antonietta Aiello,et al.  Evaluation of the infill influence on the elastic period of existing RC frames , 2016 .

[61]  Daniele Perrone,et al.  Automated seismic design of non-structural elements with Building Information Modelling , 2017 .

[62]  S. Krishnan,et al.  Case Studies of Damage to Tall Steel Moment-Frame Buildings in Southern California during Large San Andreas Earthquakes , 2006 .

[63]  Raimundo Delgado,et al.  Development and assessment of damage‐to‐loss models for moment‐frame reinforced concrete buildings , 2016 .

[64]  Helmut Krawinkler,et al.  Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading , 2011 .

[65]  D. Vamvatsikos,et al.  Presentation of the Risk Modeller ’ s Toolkit , the open – source software for vulnerability assessment of the Global Earthquake Model , 2016 .

[66]  Jack W. Baker,et al.  Validation of Ground-Motion Simulations through Simple Proxies for the Response of Engineered Systems , 2014 .

[67]  Iunio Iervolino,et al.  Reliability of structures to earthquake clusters , 2015, Bulletin of Earthquake Engineering.

[68]  Gian Michele Calvi,et al.  A DISPLACEMENT-BASED APPROACH FOR VULNERABILITY EVALUATION OF CLASSES OF BUILDINGS , 1999 .

[69]  Kyriazis Pitilakis,et al.  Consideration of aging and SSI effects on seismic vulnerability assessment of RC buildings , 2014, Bulletin of Earthquake Engineering.

[70]  Yadong Jiang,et al.  Seismic performance of composite moment-resisting frames achieved with sustainable CFST members , 2016 .

[71]  Paolo Franchin,et al.  Seismic fragility analysis of 3D structures , 2004 .

[72]  Humberto Varum,et al.  Seismic risk assessment and hazard mapping in Nepal , 2015, Natural Hazards.

[73]  Farzin Zareian,et al.  Validation of Ground‐Motion Simulations for Historical Events Using SDoF Systems , 2012 .

[74]  Jack W. Baker,et al.  Introducing correlation among fragility functions for multiple components , 2008 .

[75]  Dimitrios Vamvatsikos,et al.  Direct estimation of the seismic demand and capacity of oscillators with multi‐linear static pushovers through IDA , 2006 .

[76]  Dimitrios Vamvatsikos Analytic Fragility and Limit States [P(EDP|IM)]: Nonlinear Dynamic Procedures , 2015 .

[77]  Farzad Naeim,et al.  Performance Based Seismic Design of Tall Buildings , 2010 .

[78]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[79]  Matjaž Dolšek,et al.  Practice‐oriented probabilistic seismic performance assessment of infilled frames with consideration of shear failure of columns , 2013 .

[80]  H. Crowley,et al.  Development of a Fragility Model for the Residential Building Stock in South America , 2017 .

[81]  Dominik H. Lang,et al.  SELENA - An open-source tool for seismic risk and loss assessment using a logic tree computation procedure , 2010, Comput. Geosci..

[82]  Kyriazis Pitilakis,et al.  “Time-building specific” seismic vulnerability assessment of a hospital RC building using field monitoring data , 2016 .

[83]  K. Pitilakis,et al.  Earthquake Disaster Scenario Prediction and Loss Modelling for Urban Areas , 2007 .

[84]  Paolo Bazzurro,et al.  Vector-valued Probabilistic Seismic Hazard Analysis (VPSHA) , 2002 .

[85]  Iztok Peruš,et al.  A web‐based methodology for the prediction of approximate IDA curves , 2013 .

[86]  Peter Fajfar,et al.  The extended N2 method considering higher mode effects in both plan and elevation , 2012, Bulletin of Earthquake Engineering.

[87]  Farzin Zareian,et al.  Assessment of probability of collapse and design for collapse safety , 2007 .

[88]  Peter Fajfar,et al.  Inelastic spectra for infilled reinforced concrete frames , 2004 .

[89]  Paolo Bazzurro,et al.  Ground-motion models for average spectral acceleration in a period range: direct and indirect methods , 2017, Bulletin of Earthquake Engineering.

[90]  Luis Ibarra,et al.  Hysteretic models that incorporate strength and stiffness deterioration , 2005 .

[91]  Matjaž Dolšek,et al.  Envelope‐based pushover analysis procedure for the approximate seismic response analysis of buildings , 2014 .

[92]  S. Harmsen,et al.  Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models , 2013 .

[93]  Helmut Krawinkler,et al.  Loss Estimation of Tall Buildings Designed for the PEER Tall Building Initiative Project , 2015 .

[94]  G. Atkinson,et al.  Inelastic Seismic Demand of Real versus Simulated Ground-Motion Records for Cascadia Subduction Earthquakes , 2010 .

[95]  Gary C. Hart,et al.  The structural design of tall and special buildings , 2005 .

[96]  Jack W. Baker,et al.  Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis , 2015 .

[97]  Armen Der Kiureghian,et al.  Simulation of orthogonal horizontal ground motion components for specified earthquake and site characteristics , 2012 .

[98]  R. Spence,et al.  Earthquake Protection: Coburn/Earthquake Protection, Second Edition , 2006 .

[99]  G. Magenes,et al.  SIMPLIFIED PROCEDURE FOR THE SEISMIC RISK ASSESSMENT OF UNREINFORCED MASONRY BUILDINGS , 2002 .

[100]  Michael K Goodwin Federal Emergency Management Agency: An Organization Prepared , 2012 .

[101]  A. Penna,et al.  A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses , 2010 .

[102]  Joel P. Conte,et al.  Probabilistic seismic response analysis of a 3-D reinforced concrete building , 2013 .

[103]  Philip J. Maechling,et al.  SCEC Broadband Platform: System Architecture and Software Implementation , 2015 .

[104]  Asimina Athanatopoulou,et al.  Scalar Structure-Specific Ground Motion Intensity Measures for Assessing the Seismic Performance of Structures: A Review , 2018 .

[105]  Matjaž Dolšek,et al.  The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .

[106]  Solomon Tesfamariam,et al.  Seismic fragilities of non-ductile reinforced concrete frames with consideration of soil structure interaction , 2012 .