EQWEAP Analysis and Its Applications to Seismic Performance Based Design for Pile Foundations

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 期刊論文 > Item 987654321/72625

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Title:	EQWEAP Analysis and Its Applications to Seismic Performance Based Design for Pile Foundations
Authors:	Chang, Der-wen;Lee, Shun-min
Contributors:	淡江大學土木工程學系
Keywords:	Seismic response;Wave equation;Pile foundation;Performance based earthquake engineering
Date:	2013-03
Issue Date:	2013-04-16 09:52:15 (UTC+8)
Publisher:	新北市：淡江大學
Abstract:	One-dimensional wave equation can be used to model the seismic responses of piles. This paper intends to discuss the corresponding analysis EQWEAP and its application to seismic performance based design of the pile foundations. Probability analysis suggested by PEER is adopted to analyze the seismic performance of a typical bridge pile foundation in Taipei. With simplified procedures, the single piles subjected to seismic ground motions can be investigated with various design concerns. In the analysis, the time-dependent displacements and bending moments of the pile are closely monitored during the earthquake shaking, and the nonlinear moment-curvature relationship is used for damage measure. It is found that the EQWEAP analysis can provide fast and effective solution to pile foundation design where the seismic ground motion is extremely important.
Relation:	Journal of Applied Science and Engineering=淡江理工學刊 16(1), pp.29-40
DOI:	10.6180/jase.2013.16.1.05
Appears in Collections:	[土木工程學系暨研究所] 期刊論文

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