Assessment of traffic-induced building vibrations using Transfer function method
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort of living and health of building occupants. In this paper a numerical study in which the influence of soil stiffness on the traffic-induced vibrations of an eight-story residential building is investigated considering soil-structure interaction and applying the substructuring approach and transfer function method. The results are presented in terms of transfer functions for selected points of interests inside the building. The results show that the resonant response of the structure occurs at lower frequencies for soft soil and at higher frequencies for stiff soil, indicating that soil-structure interaction can significantly affect the vibration response of the building.
Кључне речи:
Soil-structure interaction / Dynamic stiffness / Traffic-induced vibrationsИзвор:
16th International Congress Proceeding, 2022, 229-240Издавач:
- Association of Structural Engineers of Serbia
Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200092 (Универзитет у Београду, Грађевински факултет) (RS-MESTD-inst-2020-200092)
Колекције
Институција/група
GraFarTY - CONF AU - Vidović, Milica AU - Nefovska-Danilović, Marija AU - Radišić, Marko PY - 2022 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2797 AB - As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort of living and health of building occupants. In this paper a numerical study in which the influence of soil stiffness on the traffic-induced vibrations of an eight-story residential building is investigated considering soil-structure interaction and applying the substructuring approach and transfer function method. The results are presented in terms of transfer functions for selected points of interests inside the building. The results show that the resonant response of the structure occurs at lower frequencies for soft soil and at higher frequencies for stiff soil, indicating that soil-structure interaction can significantly affect the vibration response of the building. PB - Association of Structural Engineers of Serbia C3 - 16th International Congress Proceeding T1 - Assessment of traffic-induced building vibrations using Transfer function method EP - 240 SP - 229 UR - https://hdl.handle.net/21.15107/rcub_grafar_2797 ER -
@conference{ author = "Vidović, Milica and Nefovska-Danilović, Marija and Radišić, Marko", year = "2022", abstract = "As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort of living and health of building occupants. In this paper a numerical study in which the influence of soil stiffness on the traffic-induced vibrations of an eight-story residential building is investigated considering soil-structure interaction and applying the substructuring approach and transfer function method. The results are presented in terms of transfer functions for selected points of interests inside the building. The results show that the resonant response of the structure occurs at lower frequencies for soft soil and at higher frequencies for stiff soil, indicating that soil-structure interaction can significantly affect the vibration response of the building.", publisher = "Association of Structural Engineers of Serbia", journal = "16th International Congress Proceeding", title = "Assessment of traffic-induced building vibrations using Transfer function method", pages = "240-229", url = "https://hdl.handle.net/21.15107/rcub_grafar_2797" }
Vidović, M., Nefovska-Danilović, M.,& Radišić, M.. (2022). Assessment of traffic-induced building vibrations using Transfer function method. in 16th International Congress Proceeding Association of Structural Engineers of Serbia., 229-240. https://hdl.handle.net/21.15107/rcub_grafar_2797
Vidović M, Nefovska-Danilović M, Radišić M. Assessment of traffic-induced building vibrations using Transfer function method. in 16th International Congress Proceeding. 2022;:229-240. https://hdl.handle.net/21.15107/rcub_grafar_2797 .
Vidović, Milica, Nefovska-Danilović, Marija, Radišić, Marko, "Assessment of traffic-induced building vibrations using Transfer function method" in 16th International Congress Proceeding (2022):229-240, https://hdl.handle.net/21.15107/rcub_grafar_2797 .