Rollover instability of precast girders subjected to wind load

Basit Öğe Kaydı
dc.contributor.authorLee, Jong-Han
dc.contributor.authorKalkan, Ilker
dc.contributor.authorLee, Jong-Jae
dc.contributor.authorCheung, Jin-Hwan
dc.date.accessioned2020-06-25T18:23:47Z
dc.date.available2020-06-25T18:23:47Z
dc.date.issued2017
dc.departmentKırıkkale Üniversitesi
dc.descriptionCheung, Jin-Hwan/0000-0001-6080-3110; Lee, Jong-Jae/0000-0001-6157-0419
dc.description.abstractThe use of longer and deeper precast concrete girders has created concern regarding their rollover instability, particularly during construction. Current design and construction specifications do not provide any specific guidelines that can be used to evaluate the rollover instability of a girder. Therefore, analytical and simplified numerical studies were performed to evaluate the critical wind load, lateral displacement and rotational angle that would induce rollover instability of a girder supported on an elastomeric bearing pad. The influence of the length and section properties of the girder on rollover instability was also investigated. The analytical method proposed in this study can be effectively used for evaluating the lateral behaviour and rollover instability of bridge girders and can also provide management values for securing the lateral stability of girders. The paper also provides a worked problem for a long-span typical European girder to determine critical values with application of the proposed method.en_US
dc.description.sponsorshipBasic Science Research Program through the National Research Foundation of Korea (NRF) - Ministry of Science, ICT & Future Planning [NRF-2014R1A1A1005992]en_US
dc.description.sponsorshipThis study was supported by a Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science, ICT & Future Planning (NRF-2014R1A1A1005992).en_US
dc.identifier.citationLee, J. H., Kalkan, I., Lee, J. J., & Cheung, J. H. (2017). Rollover instability of precast girders subjected to wind load. Magazine of Concrete Research, 69(2), 68-83.en_US
dc.identifier.doi10.1680/jmacr.16.00187
dc.identifier.endpage83en_US
dc.identifier.issn0024-9831
dc.identifier.issn1751-763X
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85006043015
dc.identifier.scopusqualityQ2
dc.identifier.startpage68en_US
dc.identifier.urihttps://doi.org/10.1680/jmacr.16.00187
dc.identifier.urihttps://hdl.handle.net/20.500.12587/7187
dc.identifier.volume69en_US
dc.identifier.wosWOS:000391555700002
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherIce Publishingen_US
dc.relation.ispartofMagazine Of Concrete Research
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectbeams & girdersen_US
dc.subjectprecast concreteen_US
dc.subjecttorsionen_US
dc.titleRollover instability of precast girders subjected to wind loaden_US
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Rollover instability of precast girders subjected to wind load.pdf
Boyut:
1.11 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Tam Metin/Full Text
İndir

Koleksiyon

WOS İndeksli Yayınlar Koleksiyonu
Makale Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu