Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Matthew K. Swenty"'
Publikováno v:
Journal of Civil Engineering Education. 146
The objectives of this study were to investigate the cognitive Bloom’s taxonomy levels achieved in an introductory reinforced concrete design course, determine if the Bloom’s levels assigne...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7880a4ed7ee4ad35dbd9786d43f76e1
https://doi.org/10.1061/(asce)ei.2643-9115.0000002
https://doi.org/10.1061/(asce)ei.2643-9115.0000002
Publikováno v:
PCI Journal. 62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b29d884438b217da3e7745b3801c4505
https://doi.org/10.15554/pcij62.6-03
https://doi.org/10.15554/pcij62.6-03
Publikováno v:
Materials and Structures. 48:3129-3140
Differential displacements are commonly induced between precast reinforced concrete members during construction such as in connections on staged bridge construction projects. The ultimate bond strength between reinforcing bars (rebar) and an embedmen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c718447880f0861c051c511e4233e7f3
https://doi.org/10.1617/s11527-014-0386-4
https://doi.org/10.1617/s11527-014-0386-4
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:
PCI Journal. 56:43-59
This article describes how experimental and analytical studies were conducted to investigate the composite behavior of precast concrete bridge deck-panel systems. A full-scale, single-span bridge was constructed and fatigue and ultimate load tests we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5485aa7fff5d6896f0d038a0d3df3356
https://doi.org/10.15554/pcij.06012011.43.59
https://doi.org/10.15554/pcij.06012011.43.59
Publikováno v:
Journal of Performance of Constructed Facilities. 24:206-214
Current specifications require the removal of reinforcing bar contaminants that reduce bond prior to placing concrete. This study focused on the interactions of contaminant type, bar size, epoxy coating, concrete strength, and test method (beam and d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93aaf05566c318b9172e697d6095aae9
https://doi.org/10.1061/(asce)cf.1943-5509.0000091
https://doi.org/10.1061/(asce)cf.1943-5509.0000091