A National Science Foundation Earthquake Engineering Research Center
 Mid-America Earthquake Center Seminar Series

Headquartered at the University of Illinois at Urbana-Champaign  

 
 

SEISMIC ENERGY DISSIPATION IN DEGRADING SYSTEMS THROUGH LOW-CYCLE FATIGUE
Monday
, June 10, 2002: 4:00 – 5:00 CDT 

Professor Haluk Sucuoglu
Middle East Technical University, Ankara, Turkey

 
  Energy dissipation characteristics of structural members which exhibit both strength and stiffness degradation under imposed displacement reversals are investigated. In the experimental part, seventeen reinforced concrete beam specimens were tested under constant and variable amplitude inelastic displacement cycles. The constant-amplitude tests were employed to determine the low-cycle fatigue behavior of specimens where the imposed displacement amplitude was the major variable.

A two-parameter fatigue model was developed in order to express the variation of dissipated energy with the number of displacement cycles. Then, this model was used to predict the energy dissipation of test specimens subjected to variable-amplitude displacement cycles simulating severe seismic excitations.

It has been demonstrated that the energy dissipation capacity in a forthcoming displacement cycle is dependent on the energy dissipated along the completed displacement path. Moreover, it is observed that although the total energy dissipation is dependent on the length of the displacement path consisting of a number of displacement cycles at various amplitudes, it is independent from the order of cycle amplitudes.
 

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