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Earthquake response of yielding structure

Jennings, P.C.

Hysteresis law governing class of yielding structures suitable for earthquake response studies is presented; class includes linear, elastoplastic, and bilinear hysteretic structures; from examination of equation of motion for one degree of freedom structures of this type, it is found that ratio of earthquake acceleration strength to yield level of structure measures relative magnitude of excitation; typical yielding structure is subjected to ensemble of artificial earthquakes; results include averages and ranges of values of displacement spectra, energy input spectra, relative quantities of energy dissipated by yielding and viscous damping, and permanent set.

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Earthquake response of yielding structure

Jennings, P.C.

Hysteresis law governing class of yielding structures suitable for earthquake response studies is presented; class includes linear, elastoplastic, and bilinear hysteretic structures; from examination of equation of motion for one degree of freedom structures of this type, it is found that ratio of earthquake acceleration strength to yield level of structure measures relative magnitude of excitation; typical yielding structure is subjected to ensemble of artificial earthquakes; results include averages and ranges of values of displacement spectra, energy input spectra, relative quantities of energy dissipated by yielding and viscous damping, and permanent set.

Earthquake response of yielding structure

Jennings, P.C.

Hysteresis law governing class of yielding structures suitable for earthquake response studies is presented; class includes linear, elastoplastic, and bilinear hysteretic structures; from examination of equation of motion for one degree of freedom structures of this type, it is found that ratio of earthquake acceleration strength to yield level of structure measures relative magnitude of excitation; typical yielding structure is subjected to ensemble of artificial earthquakes; results include averages and ranges of values of displacement spectra, energy input spectra, relative quantities of energy dissipated by yielding and viscous damping, and permanent set.

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Title:

Earthquake response of yielding structure

Additional title:

ASCE -- Proc (J Eng Mechanics Div)

Contributors:

Jennings, P.C. (author)

Published in:

American Society of Civil Engineers Proceedings, Journal of the Engineering Mechanics Division ; 91

Publication date:

1965

Size:

28 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Structural design

© Metadata Copyright Elsevier B. V. All rights reserved.

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