Fragility Analysis of Concrete Gravity Dams

Abstract

Concrete gravity dams are an important part ofthe nation's infrastructure. Many dams have been in service for over 50 years, during which time important advances in the methodologies for evaluation of natural phenomena hazards have caused the design-basis events to be revised upwards, in some cases significantly. Many existing dams fail to meet these revised safety criteria and structural rehabilitation to meet newly revised criteria may be costly and difficult. A probabilistic safety analysis (PSA) provides a rational safety assessment and decision-making tool managing the various sources of uncertainty that may impact dam performance. Fragility analysis, which depicts fl%e uncertainty in the safety margin above specified hazard levels, is a fundamental tool in a PSA. This study presents a methodology for developing fragilities of concrete gravity dams to assess their performance against hydrologic and seismic hazards. Models of varying degree of complexity and sophistication were considered and compared. The methodology is illustrated using the Bluestone Dam on the New River in West Virginia, which was designed in the late 1930's. The hydrologic fragilities showed that the Eluestone Dam is unlikely to become unstable at the revised probable maximum flood (PMF), but it is likely that there will be significant cracking at the heel ofthe dam. On the other hand, the seismic fragility analysis indicated that sliding is likely, if the dam were to be subjected to a maximum credible earthquake (MCE). Moreover, there will likely be tensile cracking at the neck of the dam at this level of seismic excitation. Probabilities of relatively severe limit states appear to be only marginally affected by extremely rare events (e.g. the PMF and MCE). Moreover, the risks posed by the extreme floods and earthquakes were not balanced for the Bluestone Dam, with seismic hazard posing a relatively higher risk.

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Document Details

Document Type
Technical Report
Publication Date
Sep 01, 2002
Accession Number
ADA408107

Entities

People

  • Bruce R. Ellingwood
  • Paulos B. Tekie

Organizations

  • Georgia Tech

Tags

Communities of Interest

  • Biomedical
  • Ground and Sea Platforms
  • Human Systems

DTIC Thesaurus Topics

  • Computational Science
  • Construction
  • Engineers
  • Failure Mode And Effect Analysis
  • Finite Element Analysis
  • Mechanical Properties
  • Mechanics
  • Modulus Of Elasticity
  • Monte Carlo Method
  • Probabilistic Models
  • Resonant Frequency
  • Risk Analysis
  • Safety
  • Safety Analysis
  • Three Dimensional
  • Two Dimensional
  • United States

Readers

  • Hydrologic Risk Analysis and Mitigation.
  • Seismology
  • Systems Analysis and Design