The Role of Fragility Assessment in Consequence-Based Engineering

Author:

Wen Y. K.1,Ellingwood B. R.2

Affiliation:

1. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61801

2. School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355

Abstract

Concepts of uncertainty modeling and fragility assessment in earthquake engineering and their applications in consequence-based engineering (CBE) of buildings in a region of low-to-moderate seismicity are presented. Efficient treatment of uncertainties in components and systems that are major contributors to building vulnerability is an essential ingredient of risk assessment and decision making. Current methodologies are reviewed first. A framework for fragility analysis then is demonstrated using an unreinforced masonry building as an example. The importance of fragility analysis in various stages of risk assessment, loss estimation, and decision making in CBE to achieve the desirable long-term objective in reduction of loss and consequence with the most efficient intervention measures is clearly indicated. Current research issues related to vulnerability assessment are identified.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Abrams, D.P. , 2002. Consequence-based engineering approaches for reducing loss in mid-America,Linbeck Distinguished Lecture Series in Earthquake Engineering, University of Notre Dame.

2. Applied Technology Council (ATC), 1997.NEHRP Guidelines for the Seismic Rehabilitation of Buildings, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency,FEMA-273, Washington, D. C.

3. American Society of Civil Engineers , (ASCE), 2000.Prestandard and Commentary for the Seismic Rehabilitation of Buildings, prepared for the SAC Joint Venture, published by the Federal Emergency Management Agency,FEMA-356, Washington, D. C

4. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

5. Structural Response to Stationary Excitation

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