Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Peter Van den Broeck"'
Publikováno v:
Vibration, Vol 5, Iss 3, Pp 464-482 (2022)
In view of in-field applications, this paper introduces a methodology that uses the registered body motion to reconstruct the vertical dynamic running load. The principle of the reconstruction methodology is to use the time-variant pacing rate that i
Externí odkaz:
https://doaj.org/article/7a4070972f524b929ad18eece4fa967e
Publikováno v:
Vibration, Vol 4, Iss 1, Pp 205-231 (2021)
Current models describing the effect of crowd-induced loading require a full-scale validation. To measure the lower-back accelerations during such validation, low-cost accelerometers are used to ensure a sufficient scalability. The goal is to verify
Externí odkaz:
https://doaj.org/article/bd207c30b09f486fa09520c4b45b4093
Publikováno v:
Infrastructures, Vol 5, Iss 6, p 51 (2020)
Obtaining pedestrian trajectories by a vision-based methodology is receiving increasing attention in the literature over recent decades. Within the field of study of human-induced vibrations on footbridges, practical challenges arise when collecting
Externí odkaz:
https://doaj.org/article/57350bd5c5cf413abad6343c99108353
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
Vibration serviceability problems concerning lightweight, flexible long-span floors and cantilever structures such as grandstands generally arise from crowd-induced loading, in particular due to bouncing or jumping activities. Predicting the dynamic
Externí odkaz:
https://doaj.org/article/63a3bb8d711f4fc0b8af2ba5986e92aa
Publikováno v:
Vibration; Volume 5; Issue 3; Pages: 464-482
In view of in-field applications, this paper introduces a methodology that uses the registered body motion to reconstruct the vertical dynamic running load. The principle of the reconstruction methodology is to use the time-variant pacing rate that i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b12ed9f2b53a6f8c2991b2d6c13a86d
https://lirias.kuleuven.be/handle/20.500.12942/699510
https://lirias.kuleuven.be/handle/20.500.12942/699510
Autor:
Peter Van den Broeck
Publikováno v:
Structural Control and Health Monitoring. 29
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61b74c7822a5a18311b6c1b1d147727a
https://doi.org/10.1002/stc.2896
https://doi.org/10.1002/stc.2896
Publikováno v:
Journal of Bridge Engineering. 26
Vibration serviceability under crowd-induced loading has become a key design criterion for footbridges. Although increased research efforts are put into the characterization of crowd-induc...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ae8148010225c35c5f41c22e042c4178
https://doi.org/10.1061/(asce)be.1943-5592.0001707
https://doi.org/10.1061/(asce)be.1943-5592.0001707
Publikováno v:
Structural Control and Health Monitoring. 28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b136d5df061041c37d68b196930bc3e
https://doi.org/10.1002/stc.2753
https://doi.org/10.1002/stc.2753
Publikováno v:
Journal of Structural Engineering. 146
Footbridges often have a lightweight and slender design. As a result, they tend to be susceptible to human-induced vibrations. In this paper, the application of the twin rotor damper (TRD),...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57902c97b8d02cd42f208a4bab7c376d
https://doi.org/10.1061/(asce)st.1943-541x.0002654
https://doi.org/10.1061/(asce)st.1943-541x.0002654
Autor:
Federica Tubino, Peter Van den Broeck
Publikováno v:
Journal of Sound and Vibration. 417:80-96
The effect of human-structure interaction in the vertical direction for footbridges is studied based on a probabilistic approach. The bridge is modeled as a continuous dynamic system, while pedestrians are schematized as moving single-degree-of-freed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77a851cde4c9fb92371950acda95b8ac
https://doi.org/10.1016/j.jsv.2017.11.057
https://doi.org/10.1016/j.jsv.2017.11.057