Zobrazeno 1 - 10
of 5 566
pro vyhledávání: '"cable stayed bridge"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 12, Iss 4, Pp 136-154 (2024)
The tension forces of cables in cable-stayed bridges during their construction and operation may differ from initial conditions, which could affect the amount and distribution of internal forces on other parts of the bridge. If some bridge elements a
Externí odkaz:
https://doaj.org/article/5f9edbe80d5440358cd747b94c24eb49
Publikováno v:
Advances in Bridge Engineering, Vol 5, Iss 1, Pp 1-14 (2024)
Abstract The objective of this study is to examine the dynamic response behavior of a long-span cable-stayed bridge with ultra-high piles subjected to near-fault ground motions, comprehensively considering deep-water, sedimentation, local site, and w
Externí odkaz:
https://doaj.org/article/6889ff90b501464b9d6ebc9c21cbd80c
Autor:
Saket Kumar, K. Nallasivam
Publikováno v:
Discover Civil Engineering, Vol 1, Iss 1, Pp 1-21 (2024)
Abstract Double-deck cable-stayed bridges are appropriate when there is a high traffic volume and little space for the structure. They combine road and rail transit to maximize the utilization of bridge structures and tackle traffic issues. This stud
Externí odkaz:
https://doaj.org/article/ecc5586f429849ceb80c3285f032d0fc
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 5, pp. 1027-1050.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-06-2024-0079
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-26 (2024)
Abstract Active faults along railways in the mountainous regions of western China pose significant challenges to bridge safety. To ensure the safe operation of long-span railway bridges under complex geological conditions, this study investigates the
Externí odkaz:
https://doaj.org/article/0b411f08924c4c199d6deda1eb9af403
Autor:
Kristian D‘Amico, Jiří Máca
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 49 (2024)
Footbridges are analyzed in terms of dynamic response for pedestrian comfort. This problem is solved mainly on light and at the same time rigid constructions, which are easily oscillated by pedestrian load. It is often solved on steel footbridges, bu
Externí odkaz:
https://doaj.org/article/0264eac808d0482e8d659e8a0bb48756
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 3, pp. 613-630.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-12-2023-0149
Publikováno v:
JES: Journal of Engineering Sciences, Vol 52, Iss 4, Pp 190-211 (2024)
Studies on cable-stayed bridges exposed to blast loads encounter significant challenges arising from the complex interaction among different structural elements. Despite extensive investigation into how buildings respond to explosive loads, there is
Externí odkaz:
https://doaj.org/article/e2c0893df43642aabb321e5c0b2dfcbf
Publikováno v:
Construction Materials, Vol 4, Iss 2, Pp 425-443 (2024)
Based on the engineering background of the wide-width single cable-stayed bridge, the shear lag effects of the cross-section of these bridge box girders under the action of the eccentric load were experimentally studied. The behavior of shear lag eff
Externí odkaz:
https://doaj.org/article/2f60a83c5f6540d28e3fde5c4a47eeea