Zobrazeno 1 - 10
of 97
pro vyhledávání: '"Thomas E. Cousins"'
Publikováno v:
ACI Structural Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c87c830eb42bd2e77d78eb414999da29
https://doi.org/10.14359/51723508
https://doi.org/10.14359/51723508
Publikováno v:
PCI Journal. 65
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cfe474d6cde6aea1a6c51ee16be36b9
https://doi.org/10.15554/pcij65.5-03
https://doi.org/10.15554/pcij65.5-03
Publikováno v:
ACI Structural Journal. 117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76b2954b007ab581c01d7aaf5471ee7c
https://doi.org/10.14359/51718011
https://doi.org/10.14359/51718011
Publikováno v:
PCI Journal. 62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f461b73087fbcd8639f2235fbf6eeea7
https://doi.org/10.15554/pcij62.1-01
https://doi.org/10.15554/pcij62.1-01
Publikováno v:
PCI Journal. 59:110-129
This paper presents a numerical modeling approach that accounts for slip between prestressing strands and the surrounding concrete within the transfer zone. The objective of the study was to develop a modeling approach that can accurately and efficie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c23a8c3fbbb63bd1fa16939ee366d75b
https://doi.org/10.15554/pcij.06012014.110.129
https://doi.org/10.15554/pcij.06012014.110.129
Publikováno v:
PCI Journal. 59:62-77
The focus of this article is the performance measurement of transverse panel-to-panel connections for full-depth concrete bridge deck panels on continuous steel girder bridges. Using a simulated HS 20 vehicle loading, two nonprestressed and four post
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e67b84ebb2bb5b7353a1a23a8c30053
https://doi.org/10.15554/pcij.03012014.62.77
https://doi.org/10.15554/pcij.03012014.62.77
Publikováno v:
PCI Journal. 59:78-95
In this article, the authors seek to determine the initial compressive stress to avoid cracking and leaking in precast, prestressed concrete bridge deck panels. They use an age-adjusted effective modulus method to evaluate time-dependent stress redis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6eff864d12b4e24950154444da0bf455
https://doi.org/10.15554/pcij.03012014.78.95
https://doi.org/10.15554/pcij.03012014.78.95
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2462:28-36
Geosynthetic-reinforced soil bridge abutments can be constructed quickly and at lower cost than traditional alternatives. However, the lack of deep foundation elements contributes to a perceived vulnerability to differential settlements at the founda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c59e0a481327958130a3e9b9271d9abe
https://doi.org/10.3141/2462-04
https://doi.org/10.3141/2462-04
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2332:43-52
This paper details a study of the structural behavior of hybrid-composite beams (HCBs), which consist of a fiber-reinforced polymer (FRP) shell with a tied concrete arch. The HCB offers advantages in life-cycle costs through reduced transportation we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff6bbcdce381c54779e220443e1907b8
https://doi.org/10.3141/2332-05
https://doi.org/10.3141/2332-05
Publikováno v:
Journal of Bridge Engineering. 15:684-694
The sandwich plate system (SPS) is a relatively new bridge deck system that consists of steel face plates bonded to a rigid polyurethane core. The decks are thin, lightweight, and modular in design and can be tailored to numerous applications. This s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::778cebb537861496a5acda8bacf44d60
https://doi.org/10.1061/(asce)be.1943-5592.0000105
https://doi.org/10.1061/(asce)be.1943-5592.0000105