Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Javier Naranjo-Pérez"'
Publikováno v:
Actuators, Vol 11, Iss 4, p 101 (2022)
Lightweight pedestrian structures constructed with high strength-to-weight ratio materials, such as fiber-reinforced polymers (FRP), may experience large accelerations due to their lightness, thus overcoming the serviceability limit state. Additional
Externí odkaz:
https://doaj.org/article/529a22133b8e4935a4305982ba17c843
Publikováno v:
Applied Sciences, Vol 11, Iss 14, p 6654 (2021)
Due to the high strength-to-weight ratio of fibre reinforced polymers (FRPs), human-induced vibration problematic remains as a subject to be fully comprehended in order to extend the use of composites in Bridge Engineering. Thus, this paper studies a
Externí odkaz:
https://doaj.org/article/1cf72682c7474b68a055f43e8114aeed
Publikováno v:
Applied Sciences, Vol 10, Iss 5, p 1740 (2020)
Stay cables exhibit both great slenderness and low damping, which make them sensitive to resonant phenomena induced by the dynamic character of external actions. Furthermore, for these same reasons, their modal properties may vary significantly while
Externí odkaz:
https://doaj.org/article/af6d644f69f441f5860d11493fd65411
Publikováno v:
Journal of Composites for Construction. 26
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f3472439aecef39c34ad99a5571f6cd
https://doi.org/10.1061/(asce)cc.1943-5614.0001270
https://doi.org/10.1061/(asce)cc.1943-5614.0001270
A frequency-domain approach to model vertical crowd-structure interaction in lightweight footbridges
Publikováno v:
Journal of Sound and Vibration. 557:117750
Load models that account for Human-Structure Interaction (HSI) may be preferable to accurately predict the dynamic response of lightweight footbridges subjected to pedestrian actions. Representing each person within a crowd may not be practical in en
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ece966b4e06d2d12261f2acfbcb3e99f
https://doi.org/10.1016/j.jsv.2023.117750
https://doi.org/10.1016/j.jsv.2023.117750
Autor:
Christian Gallegos-Calderón, Javier Naranjo-Pérez, José M. Goicolea, Jaime H. García-Palacios, Iván M. Díaz
Publikováno v:
Footbridge 2022, Madrid: Creating Experience.
In the analysis of lightweight footbridges subjected to pedestrian actions, the vertical dynamic response is often overestimated when Human-Structure Interaction (HSI) is omitted. To account for the phenomenon, a Single- Degree of Freedom (DOF) syste
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53a7753e4ca5779e4afc8bd3ad21e3b5
https://doi.org/10.24904/footbridge2022.278
https://doi.org/10.24904/footbridge2022.278
Publikováno v:
Structural Concrete. 21:2339-2352
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb68a56198a2070fa363b1eaa1f15858
https://doi.org/10.1002/suco.201900537
https://doi.org/10.1002/suco.201900537
Publikováno v:
Structure and Infrastructure Engineering. 17:620-637
Finite-element-model updating allows reducing the discrepancies between the numerical and the experimental dynamic behaviour of civil engineering structures. Among the different methods to tackle t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d2ae7e8f1fa71c56cbe7915dc9867c8
https://doi.org/10.1080/15732479.2020.1760317
https://doi.org/10.1080/15732479.2020.1760317
Publikováno v:
Advances in Structural Engineering. 23:2653-2668
Soil–structure interaction is a key aspect to take into account when simulating the response of civil engineering structures subjected to dynamic actions. To this end, and due to its simplicity and ease of implementation, the dynamic Winkler model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13b757596ae4c413c7f7da12a9a6736d
https://doi.org/10.1177/1369433220919074
https://doi.org/10.1177/1369433220919074
Publikováno v:
Applied Sciences, Vol 11, Iss 6654, p 6654 (2021)
Applied Sciences
Volume 11
Issue 14
Applied Sciences
Volume 11
Issue 14
Due to the high strength-to-weight ratio of fibre reinforced polymers (FRPs), human-induced vibration problematic remains as a subject to be fully comprehended in order to extend the use of composites in Bridge Engineering. Thus, this paper studies a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::00c51ca7a53d12e4ffa1bf4835b82442
https://www.mdpi.com/2076-3417/11/14/6654
https://www.mdpi.com/2076-3417/11/14/6654