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Building response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method

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dc.contributor.authorDalgiç, K. D.
dc.contributor.authorHendriks, M. A. N.
dc.contributor.authorIlki, Alper
dc.contributor.ituauthorİlki, Alper
dc.date.accessioned2026-01-25T01:35:48Z
dc.date.issued2017-08-07
dc.description.abstractIn this paper, limiting tensile strain method (LTSM) is reviewed, and advantages and disadvantages resulted from the simplicity of this method are examined in the light of the findings of the exist...
dc.description.urihttps://doi.org/10.1080/15732479.2017.1360364
dc.description.urihttps://repository.tudelft.nl/islandora/object/uuid%3A23d2943c-4992-409a-8718-29817825b748/datastream/OBJ/download
dc.description.urihttps://dx.doi.org/10.1080/15732479.2017.1360364
dc.description.urihttp://hdl.handle.net/11250/2577329
dc.description.urihttp://resolver.tudelft.nl/uuid:23d2943c-4992-409a-8718-29817825b748
dc.description.urihttps://aperta.ulakbim.gov.tr/record/36677
dc.description.urihttps://doi.org/https://doi.org/10.1080/15732479.2017.1360364
dc.identifier.doi10.1080/15732479.2017.1360364
dc.identifier.eissn1744-8980
dc.identifier.endpage779
dc.identifier.issn1573-2479
dc.identifier.openairedoi_dedup___::443c0cfe958c1975318826b7fce4588a
dc.identifier.orcid0000-0002-4853-7910
dc.identifier.startpage766
dc.identifier.urihttps://hdl.handle.net/11527/41484
dc.identifier.volume14
dc.language.isoeng
dc.publisherInforma UK Limited
dc.relation.ispartofStructure and Infrastructure Engineering
dc.rightsOPEN
dc.subjecttunnelling
dc.subjectbrick masonry
dc.subjectSettlement
dc.subjecttunnels &amp
dc.subjectdamage assessment
dc.subjectexcavation
dc.subjecttunnels &amp
dc.subjecttunnelling
dc.titleBuilding response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-4853-7910

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