Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Travis Thonstad"'
Publikováno v:
Buildings, Vol 14, Iss 10, p 3247 (2024)
Macro-synthetic fibers are increasingly used in concrete as secondary reinforcement to control temperature and shrinkage cracks, improving durability by limiting crack widths. However, their impact on the shear strength of structural elements remains
Externí odkaz:
https://doaj.org/article/ac173c0a3b50454f94f963074920ab19
Publikováno v:
Urban Rail Transit, Vol 4, Iss 4, Pp 198-210 (2018)
Abstract A light rail passenger transportation system is being built in Seattle, WA, USA, that traverses Lake Washington over an existing pontoon bridge. The water level in Lake Washington changes throughout the year. This causes rotations of the tra
Externí odkaz:
https://doaj.org/article/2410582f63e14d71b7da4268065face9
Publikováno v:
Journal of Bridge Engineering. 28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57ee4f45646e0bfe4220c2973bed6e23
https://doi.org/10.1061/jbenf2.beeng-6050
https://doi.org/10.1061/jbenf2.beeng-6050
Publikováno v:
Structures. 33:1007-1019
Jointed, prestressed columns have been shown to enable accelerated construction and to offer superior seismic performance, as compared with cast-in-place columns without prestressing. During an earthquake, such columns deform primarily through concen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7294c826c95db30266db52fb0088922
https://doi.org/10.1016/j.istruc.2021.01.105
https://doi.org/10.1016/j.istruc.2021.01.105
Publikováno v:
Structures. 19:58-67
In high-performance bridge systems that inhibit concrete spalling in the columns, bar buckling is suppressed, and bar fracture is delayed. However, bar fracture can still occur due to low-cycle, axial fatigue. If bar fractures cannot be identified vi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b29cb97b8c1557805f8f040d4a60075d
https://doi.org/10.1016/j.istruc.2018.11.017
https://doi.org/10.1016/j.istruc.2018.11.017
Publikováno v:
Urban Rail Transit, Vol 4, Iss 4, Pp 198-210 (2018)
A light rail passenger transportation system is being built in Seattle, WA, USA, that traverses Lake Washington over an existing pontoon bridge. The water level in Lake Washington changes throughout the year. This causes rotations of the transition s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::838b23941fa990302ca1bdb62fb551bf
http://link.springer.com/article/10.1007/s40864-018-0088-2
http://link.springer.com/article/10.1007/s40864-018-0088-2
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2545:46-55
Sound Transit, the agency that owns and operates the light rail transit system in the Seattle, Washington, area, is extending light rail transit service to east King County over the existing Homer M. Hadley Memorial Bridge. The East Link Extension Pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86ea4bef3124434974210c208e77ae11
https://doi.org/10.3141/2545-06
https://doi.org/10.3141/2545-06
Publikováno v:
Journal of Structural Engineering. 143
Rocking columns reinforced with unbonded prestressing offer advantages for bridges constructed in seismic regions because they can recenter the structure after an earthquake. Under lateral ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c02bb79e7dc97ecfef4b0e8a190e65bd
https://doi.org/10.1061/(asce)st.1943-541x.0001823
https://doi.org/10.1061/(asce)st.1943-541x.0001823
Publikováno v:
IABSE Symposium, Vancouver 2017: Engineering the Future.
A two-span, quarter-scale, precast concrete bridge with pretensioned rocking columns was tested on the shaking tables at the University of Nevada, Reno in 2014. The columns were designed with partially unbonded strands to provide re-centering; locall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19092ab7655def5570ee4829fc6c6bbf
https://doi.org/10.2749/vancouver.2017.1903
https://doi.org/10.2749/vancouver.2017.1903