Investigation of ground vibrations induced by moving loads

Çelebi, Erkan

dc.contributor.authors	Celebi, E; Schmid, G;
dc.date.accessioned	2020-03-06T08:07:34Z
dc.date.available	2020-03-06T08:07:34Z
dc.date.issued	2005
dc.identifier.citation	Celebi, E; Schmid, G; (2005). Investigation of ground vibrations induced by moving loads. ENGINEERING STRUCTURES, 27, 1998-1981
dc.identifier.issn	0141-0296
dc.identifier.uri	https://doi.org/10.1016/j.engstruct.2005.05.011
dc.identifier.uri	https://hdl.handle.net/20.500.12619/67135
dc.description.abstract	The objective of this work indicates and discusses two mathematical models and numerical techniques for solving problems associated with wave propagation in the track and subsoil due to the passage of a train. The Thin Layer Method[Flexible Volume Method (TLM/FVM) and the Boundary Element Method (BEM) are used to analyse the three-dimensional dynamic response of the free field near railway lines induced by the moving loads acting on the surface of a homogeneous or layered half-space. Both simulation models employ the substructuring approach in the frequency domain. The validity of the methods are demonstrated by comparison with results of analytical solution. An extensive numerical investigation has been carried Out to show the influence of different parameters on the effectiveness of vibration reduction through open trench barriers. (c) 2005 Elsevier Ltd. All rights reserved.
dc.language	English
dc.publisher	ELSEVIER SCI LTD
dc.subject	Engineering
dc.title	Investigation of ground vibrations induced by moving loads
dc.type	Article
dc.identifier.volume	27
dc.identifier.startpage	1981
dc.identifier.endpage	1998
dc.contributor.department	Sakarya Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü
dc.contributor.saüauthor	Çelebi, Erkan
dc.relation.journal	ENGINEERING STRUCTURES
dc.identifier.wos	WOS:000232758800003
dc.identifier.doi	10.1016/j.engstruct.2005.05.011
dc.contributor.author	Çelebi, Erkan