Hammer foundation analysis by the wave equation

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65659

DC Field	Value
dc.title	Hammer foundation analysis by the wave equation
dc.contributor.author	Chow, Y.K.
dc.contributor.author	Yong, D.M.
dc.date.accessioned	2014-06-17T08:19:13Z
dc.date.available	2014-06-17T08:19:13Z
dc.date.issued	1993-04-03
dc.identifier.citation	Chow, Y.K.,Yong, D.M. (1993-04-03). Hammer foundation analysis by the wave equation. Computers and Structures 47 (1) : 107-110. ScholarBank@NUS Repository.
dc.identifier.issn	00457949
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/65659
dc.description.abstract	The vibration amplitudes of hammer foundations must be kept within acceptable limits during operation. A one-dimensional wave equation model based on the finite element method is proposed for the analysis of these foundations. The results of the wave equation model are shown to compare favourably with some reported solutions and with experimental measurements. The versatility of the model allows the various components of the hammer-foundation system to be readily simulated. © 1993.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	Computers and Structures
dc.description.volume	47
dc.description.issue	1
dc.description.page	107-110
dc.description.coden	CMSTC
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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