Multi-Dimensional Fragility of Structures: Formulation and Evaluation

This study investigates the sensitivity of fragility curves when uncertainties in limit states are considered. Using the MCEER west coast demonstration hospital in the San Fernando Valley in Southern California, influence of structural and response parameters, such as stiffness, acceleration and displacement thresholds, input ground motion, and uncertainties due to structural modeling, are investigated. Different structural parameters that drastically affect fragility are considered. A generalized formula for multidimensional threshold limit states is proposed, and various cases are considered to illustrate the formulation. References, illustrations and tables are included

[1]  T. T. Soong,et al.  Fundamentals of Probability and Statistics for Engineers , 2004 .

[2]  Bonnie Jean Dorr,et al.  Application of the Model , 1993 .

[3]  M. K. Ravindra,et al.  Seismic fragilities for nuclear power plant risk studies , 1984 .

[4]  Fabio Casciati,et al.  Fragility analysis of complex structural systems , 1991 .

[5]  Johnny Sun,et al.  Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project , 1997 .

[6]  Gary C. Hart,et al.  Simulation of artificial earthquakes , 1973 .

[7]  A. Kiureghian,et al.  Seismic Random-Vibration Analysis of Multisupport-Structural Systems , 1995 .

[8]  Michel BRUNEAU,et al.  SEISMIC RESILIENCE OF COMMUNITIES – CONCEPTUALIZATION AND OPERATIONALIZATION , 2004 .

[9]  Giorgio Monti,et al.  Seismic design of bridges accounting for spatial variability of ground motion , 2005 .

[10]  D. Boore Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra , 1983 .

[11]  Yong Lu,et al.  Probabilistic Drift Limits and Performance Evaluation of Reinforced Concrete Columns , 2005 .

[12]  Michael C. Constantinou,et al.  ASSESSMENT OF PERFORMANCE OF BOLU VIADUCT IN THE 1999 DUZCE EARTHQUAKE IN TURKEY , 2002 .

[13]  Fumio Yamazaki,et al.  Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation , 2001 .

[14]  Michel BRUNEAU,et al.  Seismic Resilience of a Health care facility , 2005 .

[15]  Gian Paolo Cimellaro,et al.  Retrofit of Structures: Strength Reduction with Damping Enhancement , 2005 .

[16]  Anne S. Kiremidjian,et al.  Bayesian Updating of Fragilities with Application to RC Frames , 1998 .

[17]  Gian Paolo Cimellaro,et al.  Sensitivity study of weakened structures with supplemental dampers , 2006 .

[18]  R. Barrón-Corvera Spectral evaluation of seismic fragility of structures , 2001 .

[19]  Andrei M. Reinhorn,et al.  IDARC2D, Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings , 1996 .

[20]  Silvia Dimova,et al.  Simplified seismic fragility analysis of structures with two types of friction devices , 2000 .

[21]  A S Kiremidjian,et al.  RISK ASSESSMENT OF BRIDGES AND HIGHWAY SYSTEMS FROM THE NORTHRIDGE EARTHQUAKE , 1997 .

[22]  Gian Paolo Cimellaro,et al.  Retrofit of a hospital through strength reduction and enhanced damping , 2006 .

[23]  Bruce R. Ellingwood,et al.  Probability‐Based Design Criteria for Nuclear Plant Structures , 1987 .

[24]  James M. Dahlhamer,et al.  Business Disruption, Preparedness And Recovery: Lessons From The Northridge Earthquake , 1997 .

[25]  T. T. Soong,et al.  Random Vibration of Mechanical and Structural Systems , 1992 .

[26]  Howard H. M. Hwang,et al.  Generation of hazard-consistent fragility curves , 1994 .

[27]  H Y Kim,et al.  STATISTICAL ANALYSIS OF FRAGILITY CURVES , 2000 .

[28]  A. Papageorgiou,et al.  A specific barrier model for the quantitative description of inhomogeneous faulting and the prediction of strong ground motion. I. Description of the model , 1983 .

[29]  Masanobu Shinozuka,et al.  The Hanshin-Awaji Earthquake of January 17, 1995 : performance of lifelines , 1995 .

[30]  Bruce R. Ellingwood,et al.  Seismic fragility assessment of concrete gravity dams , 2003 .

[31]  Gian Paolo Cimellaro,et al.  Quantification of Seismic Resilience , 2006 .

[32]  H. Saunders,et al.  Probabilistic Methods in Structural Engineering , 1984 .

[33]  Masanobu Shinozuka,et al.  Nonlinear Static Procedure for Fragility Curve Development , 2000 .

[34]  Farzad Naeim Dynamics of Structures, Theory and Applications in Earthquake Engineering, 2nd Edition , 2001 .

[35]  Gian Paolo Cimellaro Global Fragility Evaluation of Health Care Facilities with Structural and Nonstructural Components , 2005 .

[36]  Gian Paolo Cimellaro,et al.  Optimal Softening and damping design for buildings , 2007 .

[37]  A. Ang,et al.  Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .