TY - GEN
T1 - Sensitivity of dynamic response to different structural configurations for Hyperloop™ transportation systems
AU - Pinazo, B.
AU - Lázaro, C.
AU - Monleón, S.
AU - Museros, P.
N1 - Publisher Copyright:
© 2022 Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics. All rights reserved.
PY - 2022
Y1 - 2022
N2 - Hyperloop™ systems are presently under preliminary evaluation, with a view to the construction of test facilities of length varying from a few hundred meters to a few kilometres. In the design of Hyperloop (HL) infrastructure, the thermal expansion effect was previously analysed by the authors and revealed as one of its key aspects. Therefore, it is likely that the HL tubes will be designed either with flexible expansion joints to accommodate thermal elongations or, on the contrary, connected to some very rigid piers to absorb axial thermal forces. The dynamic response of the elevated guideway system will be another crucial aspect for the design of HL structures. An effort to tackle this latter question has been carried out within an ongoing project awarded to the company INSE RAIL S.L. (https://inserail.es) by the Centro para el Desarrollo Tecnológico Industrial (CDTI; Spain): Ref. IDI-20211001. As a part of this project, the dynamic response of HL viaducts with both restrained thermal expansion as well as free thermal expansion has been analysed.
AB - Hyperloop™ systems are presently under preliminary evaluation, with a view to the construction of test facilities of length varying from a few hundred meters to a few kilometres. In the design of Hyperloop (HL) infrastructure, the thermal expansion effect was previously analysed by the authors and revealed as one of its key aspects. Therefore, it is likely that the HL tubes will be designed either with flexible expansion joints to accommodate thermal elongations or, on the contrary, connected to some very rigid piers to absorb axial thermal forces. The dynamic response of the elevated guideway system will be another crucial aspect for the design of HL structures. An effort to tackle this latter question has been carried out within an ongoing project awarded to the company INSE RAIL S.L. (https://inserail.es) by the Centro para el Desarrollo Tecnológico Industrial (CDTI; Spain): Ref. IDI-20211001. As a part of this project, the dynamic response of HL viaducts with both restrained thermal expansion as well as free thermal expansion has been analysed.
UR - http://www.scopus.com/inward/record.url?scp=85195967584&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85195967584
T3 - Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics
SP - 1382
EP - 1396
BT - Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics
A2 - Desmet, W.
A2 - Pluymers, B.
A2 - Moens, D.
A2 - Neeckx, S.
PB - KU Leuven, Departement Werktuigkunde
T2 - 30th International Conference on Noise and Vibration Engineering, ISMA 2022 and 9th International Conference on Uncertainty in Structural Dynamics, USD 2022
Y2 - 12 September 2022 through 14 September 2022
ER -