Vis enkel innførsel

dc.contributor.authorDalgic, K.D.
dc.contributor.authorHendriks, Max
dc.contributor.authorIlki, A.
dc.date.accessioned2018-12-12T10:14:57Z
dc.date.available2018-12-12T10:14:57Z
dc.date.created2018-04-11T18:57:07Z
dc.date.issued2018
dc.identifier.citationStructure and Infrastructure Engineering. 2018, 14 (6), 766-779.nb_NO
dc.identifier.issn1573-2479
dc.identifier.urihttp://hdl.handle.net/11250/2577329
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 existing experimental and numerical studies. Using the viewpoint of the transfer functions for the LTSM, a more independent sight for the interpretation of the relationships between deflection ratio, structure’s geometry, longitudinal/shear stiffness ratio and the limiting tensile strain is provided. In addition, the effect of average horizontal strain is included simply in the modified deep beam equations. Using reported data and observed damage classes of real and simulated case studies available in the literature, back-calculations for the coefficients of the transfer function are made. After comparing the back-calculated coefficients to the original coefficients of the LTSM, it is shown that observed damage and measured crack widths are reasonably compatible with the proposed limiting tensile strain boundaries. Also, it is shown that for the cases in which moderate or higher damage was observed, the original deep beam equations tend to underestimate the resultant damage.nb_NO
dc.language.isoengnb_NO
dc.publisherTaylor & Francisnb_NO
dc.titleBuilding response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain methodnb_NO
dc.title.alternativeBuilding response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain methodnb_NO
dc.typeJournal articlenb_NO
dc.description.versionsubmittedVersionnb_NO
dc.source.pagenumber766-779nb_NO
dc.source.volume14nb_NO
dc.source.journalStructure and Infrastructure Engineeringnb_NO
dc.source.issue6nb_NO
dc.identifier.doi10.1080/15732479.2017.1360364
dc.identifier.cristin1578873
dc.description.localcodeThis is an [Original Manuscript] of an article published by Taylor & Francis available at https://doi.org/10.1080/15732479.2017.1360364nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel