TECHNICAL NOTES
Jun 1, 1987

Inelastic Modeling and Seismic Energy Dissipation

Publication: Journal of Structural Engineering
Volume 113, Issue 6

Abstract

The influence of inelastic load-deformation behavior on seismic energy imparted and dissipated is assessed. Stiffness degrading and bilinear hysteretic models are considered. The load-deformation model has a pronounced influence on the energy imparted to the system and on the energy absorbed by inelastic action. The use of the simpler bilinear model in evaluating the seismic energies is restricted to systems within certain ranges of natural frequency and displacement ductility.

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References

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 6June 1987
Pages: 1373 - 1377

History

Published online: Jun 1, 1987
Published in print: Jun 1987

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Authors

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Jawahar M. Tembulkar
Grad. Student, Dept. Civ. Engrg., Box 7908, North Carolina State Univ., Raleigh, NC 27695
James M. Nau, A. M. ASCE
Asst. Prof., Dept. Civ. Engrg., Box 7908, North Carolina State Univ., Raleigh, NC 27695

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