Research Article
Jul 1982
One-Dimensional Dynamic Ground Response Analyses
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 7
Abstract
The earthquake response analyses of six horizontally layered sites have been performed by means of the equivalent linear method of analysis and two non-linear methods using the method of characteristics and the finite element approach. The agreement between the equivalent linear method and the non-linear methods was found to be good in terms of the distributions of maximum accelerations and dynamic shear stresses for all the cases studied. Differences between the two types of approaches could be found for some sites between the spectral shapes of the computed surface motions.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 7 • July 1982
Pages: 935 - 952
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jul 1982
Published online: Feb 11, 2021
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Philippe P. Martin, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill
H. Bolton Seed, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.