Seismic performance improvement of single-storey precast reinforced concrete industrial buildings in use

Basit Öğe Kaydı
dc.authorscopusid56044898600
dc.authorscopusid55607011600
dc.authorscopusid21740569200
dc.contributor.authorSoydan, Cihan
dc.contributor.authorYüksel, Ercan
dc.contributor.authorİrtem, Erdal
dc.date.accessioned2022-05-11T14:03:06Z
dc.date.available2022-05-11T14:03:06Z
dc.date.issued2020
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractSingle-storey precast reinforced concrete (RC) frame type buildings are mainly preferred in manufacturing plants and storehouses. The behaviour of semi-rigid beam-column connections of the buildings is one of the main sources of uncertainty. The common damages observed after credible earthquakes were falling off large-span beams and large plastic deformations at the column base. New generation Lead Extrusion Damper (LED) developed by the authors is utilized in the seismic retrofitting of these buildings in use. This paper discusses the seismic performances of pre- and post-behaviour of the retrofitted buildings and evaluates the efficiency of the applied retrofitting technique. It is exposed that seismic demands are diminished essentially. The relative storey drifts decrease by about 40-90% while the reduction in the strain at the column base section reaches to 70%. © 2020 Elsevier Ltd
dc.identifier.doi10.1016/j.soildyn.2020.106167
dc.identifier.issn0267-7261
dc.identifier.scopus2-s2.0-85084108248
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2020.106167
dc.identifier.urihttps://hdl.handle.net/20.500.11776/4608
dc.identifier.volume135
dc.identifier.wosWOS:000540376000018
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorSoydan, Cihan
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectColumn type structure
dc.subjectLead extrusion damper
dc.subjectManufacturing plants
dc.subjectPinned beam-to-column connections
dc.subjectPrecast structures
dc.subjectRetrofitting
dc.subjectSeismic performance
dc.subjectConcrete construction
dc.subjectOffice buildings
dc.subjectPrecast concrete
dc.subjectRetrofitting
dc.subjectSeismic waves
dc.subjectSeismology
dc.subjectIndustrial buildings
dc.subjectLarge plastic deformation
dc.subjectLead extrusion dampers
dc.subjectManufacturing plant
dc.subjectPrecast reinforced concrete
dc.subjectSeismic Performance
dc.subjectSeismic retrofitting
dc.subjectSources of uncertainty
dc.subjectReinforced concrete
dc.subjectcolumn
dc.subjectmultistorey building
dc.subjectreinforced concrete
dc.subjectseismic response
dc.subjectseismic retrofit
dc.subjectstrain
dc.titleSeismic performance improvement of single-storey precast reinforced concrete industrial buildings in use
dc.typeArticle

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim Yok
İsim:
4608.pdf
Boyut:
2.75 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Tam Metin / Full Text
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu
Çorlu Mühendislik Fakültesi Koleksiyonu