Selection, production, and testing of scaled reinforced concrete models and their components
dc.contributor.author | Laefer, Debra F. | |
dc.contributor.author | Erkal, Aykut | |
dc.date.accessioned | 2021-05-15T12:36:57Z | |
dc.date.available | 2021-05-15T12:36:57Z | |
dc.date.issued | 2016 | |
dc.department | Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.description | Laefer, Debra F/0000-0001-5134-5322; Erkal, Aykut/0000-0002-1679-7937 | |
dc.description.abstract | This paper presents considerations and procedures for the selection, production, and testing of small-scale, reinforced concrete frames to maintain geometric and kinematic similitude. To verify the proposed solutions, 1/10th scaled models were subjected to adjacent excavation-induced settlements in 1-gravity, soil-structure experiments. Material scaling strategies were verified by comparing the resultant surface soil settlements with published studies and by comparing the model building response with numerical simulation, as well as the extent of the damage with previously established thresholds. (C) 2016 Published by Elsevier Ltd. | en_US |
dc.description.sponsorship | National Science FoundationNational Science Foundation (NSF) [CMMI9713854]; UIUC; Schnabel Foundation Company | en_US |
dc.description.sponsorship | The experimental work, conducted under the supervision of Dr. James H. Long and Edward J. Cording, was funded by National Science Foundation Grant CMMI9713854 and UIUC and realized through the tireless dedication of several dozen undergraduates. The Schnabel Laboratory was made possible through generous funding by the Schnabel Foundation Company, donated technical assistance of Mr. Keith Brandau of Frauenhoffer Associates, and institutional leadership from Dr. Tony Graziano and David Daniels of UIUC. | en_US |
dc.identifier.doi | 10.1016/j.conbuildmat.2016.08.129 | |
dc.identifier.endpage | 409 | en_US |
dc.identifier.issn | 0950-0618 | |
dc.identifier.issn | 1879-0526 | |
dc.identifier.scopus | 2-s2.0-84988487630 | |
dc.identifier.scopusquality | Q1 | |
dc.identifier.startpage | 398 | en_US |
dc.identifier.uri | https://doi.org/10.1016/j.conbuildmat.2016.08.129 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12939/442 | |
dc.identifier.volume | 126 | en_US |
dc.identifier.wos | WOS:000387194400041 | |
dc.identifier.wosquality | Q1 | |
dc.indekslendigikaynak | Web of Science | |
dc.indekslendigikaynak | Scopus | |
dc.institutionauthor | Erkal, Aykut | |
dc.language.iso | en | |
dc.publisher | Elsevier Sci Ltd | en_US |
dc.relation.ispartof | Construction and Building Materials | |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Modelling | en_US |
dc.subject | Similitude | en_US |
dc.subject | Material Scaling | en_US |
dc.subject | Kinematic Scaling | en_US |
dc.subject | Reinforced Concrete Model | en_US |
dc.title | Selection, production, and testing of scaled reinforced concrete models and their components | |
dc.type | Article |
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