dc.contributor.author | Çelebi, Erkan | |
dc.contributor.author | Kırtel, Osman | |
dc.contributor.author | İstegün, Berna | |
dc.contributor.author | Göktepe, Fatih | |
dc.contributor.author | Burhan Navdar, Muhammet | |
dc.contributor.author | Subaşı, Ayşenur | |
dc.contributor.author | Can Zülfikar, Abdullah | |
dc.date.accessioned | 2023-11-24T06:37:31Z | |
dc.date.available | 2023-11-24T06:37:31Z | |
dc.date.issued | 2023 | en_US |
dc.identifier.citation | Çelebi, 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.uri | https://hdl.handle.net/20.500.14002/2090 | |
dc.description.abstract | The 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 Ltd | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Elsevier Ltd | en_US |
dc.relation.ispartof | Construction and Building Materials | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Alluvial 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 DB | en_US |
dc.subject | Concrete 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; Railroads | en_US |
dc.title | Mitigation of high-speed train induced surface vibrations by open trench with aerated concrete panel walls | en_US |
dc.type | article | en_US |
dc.authorid | 0000-0002-3526-7384 | en_US |
dc.authorid | 0000-0001-6451-0323 | en_US |
dc.authorid | 0000-0001-8906-119X | en_US |
dc.authorid | 0000-0002-9069-5816 | en_US |
dc.authorid | 0000-0002-2884-6468 | en_US |
dc.department | Fakülteler, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.institutionauthor | Çelebi, Erkan | |
dc.institutionauthor | Kırtel, Osman | |
dc.institutionauthor | İstegün, Berna | |
dc.institutionauthor | Burhan Navdar, Muhammet | |
dc.institutionauthor | Subaşı, Ayşenur | |
dc.identifier.doi | 10.1016/j.conbuildmat.2023.132771 | en_US |
dc.identifier.volume | 400 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 8987184100 | en_US |
dc.authorscopusid | 25630789600 | en_US |
dc.authorscopusid | 57205471829 | en_US |
dc.authorscopusid | 57192207295 | en_US |
dc.authorscopusid | 58165509300 | en_US |
dc.identifier.wosquality | Q1 | en_US |
dc.identifier.scopus | 2-s2.0-85169925821 | en_US |