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dc.contributor.authorÇelebi, Erkan
dc.contributor.authorKırtel, Osman
dc.contributor.authorİstegün, Berna
dc.contributor.authorGöktepe, Fatih
dc.contributor.authorBurhan Navdar, Muhammet
dc.contributor.authorSubaşı, Ayşenur
dc.contributor.authorCan Zülfikar, Abdullah
dc.date.accessioned2023-11-24T06:37:31Z
dc.date.available2023-11-24T06:37:31Z
dc.date.issued2023en_US
dc.identifier.citationÇelebi, E., Kırtel, O., İstegün, B., Göktepe, F., Burhan Navdar, M., Subaşı, A., & Can Zülfikar, A. (2023). Mitigation of high-speed train induced surface vibrations by open trench with aerated concrete panel walls. Construction and Building Materials, 400, 132771. https://doi.org/10.1016/j.conbuildmat.2023.132771 ‌en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14002/2090
dc.description.abstractThe aim of this study is to examine the vibration behavior of a special test building close to the high-speed railway line. The surface wave propagation in the most unfavorable geotechnical conditions produced by the moving load source under passively isolated and non-isolated site conditions. For this purpose, special prefabricated panels with low impedance were used to be placed in the trench. Isolation effectiveness of open trench with thin aerated concrete walls is studied on structural response and free-field surface ground vibrations. An important isolation performance of up to 12 dB was obtained only at the half-wavelength depth of excavation. © 2023 Elsevier Ltden_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAlluvial soil deposit; Free field environmental surface vibration; High-speed train; In-situ measurement; Open trench with aerated concrete wall; Passive isolation; Test building response; Velocity level in DBen_US
dc.subjectConcrete slabs; Precast concrete; Railroad cars; Railroad transportation; Surface waves; Walls (structural partitions); Wave propagation; Aerated concrete; Alluvial soil; Alluvial soil deposit; Concrete wall; Environmental surfaces; Free field environmental surface vibration; Free fields; High speed trains; In-situ measurement; Open trench with aerated concrete wall; Passive isolation; Soil deposits; Surface vibration; Test building response; Test buildings; Velocity level in DB; Railroadsen_US
dc.titleMitigation of high-speed train induced surface vibrations by open trench with aerated concrete panel wallsen_US
dc.typearticleen_US
dc.authorid0000-0002-3526-7384en_US
dc.authorid0000-0001-6451-0323en_US
dc.authorid0000-0001-8906-119Xen_US
dc.authorid0000-0002-9069-5816en_US
dc.authorid0000-0002-2884-6468en_US
dc.departmentFakülteler, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.institutionauthorÇelebi, Erkan
dc.institutionauthorKırtel, Osman
dc.institutionauthorİstegün, Berna
dc.institutionauthorBurhan Navdar, Muhammet
dc.institutionauthorSubaşı, Ayşenur
dc.identifier.doi10.1016/j.conbuildmat.2023.132771en_US
dc.identifier.volume400en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid8987184100en_US
dc.authorscopusid25630789600en_US
dc.authorscopusid57205471829en_US
dc.authorscopusid57192207295en_US
dc.authorscopusid58165509300en_US
dc.identifier.wosqualityQ1en_US
dc.identifier.scopus2-s2.0-85169925821en_US


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