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Risk analysis for earthquake-induced ground failure by liquefaction.

descriptionPublicationkeyboard_double_arrow_right Thesis 01 Jan 1976 United States Publisher:Massachusetts Institute of Technology
Authors: Yegian, Mishac K.;

handle: 1721.1/157476

Risk analysis for earthquake-induced ground failure by liquefaction.

Abstract

Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil Engineering, 1976 ; Bibliography: leaves 281-292. ; Ph. D. ; Ph. D. Massachusetts Institute of Technology, Department of Civil Engineering

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United States
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Keywords

Soil liquefaction, Buildings Earthquake effects., Soil liquefaction. fast, Buildings fast, Stochastic analysis, Stochastic analysis. fast, Civil Engineering, 510

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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