Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders
- Author
- NEWHOUSE, Charles D1 ; ROBERTS-WOLLMANN, Carin L2 ; COUSINS, Thomas E2 ; DAVIS, Rodney T3
[1] Department of Civil and Environmental Engineering Texas Tech University, Lubbock, Tex, United States
[2] Department of Civil and Environmental Engineering Virginia Polytechnic Institute and State University, Blacksburg, Va, United States
[3] Virginia Transportation Research Council, Charlottesville, Va, United States - Source
PCI journal. 2007, Vol 52, Num 3, pp 18-28, 11 p ; ref : 14 ref
- ISSN
- 0887-9672
- Scientific domain
- Civil engineering
- Publisher
- Precast/Prestressed Concrete Institute, Chicago, IL
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Barre de précontrainte Béton préfabriqué Calcul construction Construction béton Dispositif expérimental Essai cyclique Etude comparative Evaluation performance Moment Méthode résistance limite Poutre T Raccordement Résultat expérimental Service Toron de précontrainte
- Keyword (en)
- Prestressing bar Precast concrete Structural design Concrete construction Experimental device Cyclic test Comparative study Performance evaluation Moment Ultimate strength method T shaped beam Connection Experimental result Service Prestressing strand
- Keyword (es)
- Barra pretensada Hormigón prefabricado Cálculo construcción Construcción de hormigon Dispositivo experimental Ensayo cíclico Estudio comparativo Evaluación prestación Momento Método resistencia límite Viga T Conexión Resultado experimental Servicio Cable pre-tensado
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02D Concrete structure
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02L Prefabricated structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 18716128
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
Access to the document
Install on your browser
DOI
10.15554/pcij.05012007.18.28 
https://dx.doi.org/10.15554/pcij.05012007.18.28
"O:13:\"PanistOpenUrl\":36:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000idc\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:9:\"\u0000*\u0000jtitle\";s:11:\"PCI journal\";s:9:\"\u0000*\u0000stitle\";s:5:\"PCI j\";s:7:\"\u0000*\u0000date\";s:4:\"2007\";s:9:\"\u0000*\u0000volume\";s:2:\"52\";s:8:\"\u0000*\u0000issue\";s:1:\"3\";s:8:\"\u0000*\u0000spage\";s:2:\"18\";s:8:\"\u0000*\u0000epage\";s:2:\"28\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0887-9672\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"NEWHOUSE\";s:10:\"\u0000*\u0000aufirst\";s:9:\"Charles D\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:25:\"ROBERTS-WOLLMANN, Carin L\";i:1;s:17:\"COUSINS, Thomas E\";i:2;s:15:\"DAVIS, Rodney T\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:8:\"\u0000*\u0000place\";s:11:\"Chicago, IL\";s:6:\"\u0000*\u0000pub\";s:38:\"Precast\/Prestressed Concrete Institute\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Panist access
"O:12:\"IstexOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:9:\"\u0000*\u0000jtitle\";s:11:\"PCI journal\";s:9:\"\u0000*\u0000stitle\";s:5:\"PCI j\";s:7:\"\u0000*\u0000date\";s:4:\"2007\";s:9:\"\u0000*\u0000volume\";s:2:\"52\";s:8:\"\u0000*\u0000issue\";s:1:\"3\";s:8:\"\u0000*\u0000spage\";s:2:\"18\";s:8:\"\u0000*\u0000epage\";s:2:\"28\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0887-9672\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"NEWHOUSE\";s:10:\"\u0000*\u0000aufirst\";s:9:\"Charles D\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:25:\"ROBERTS-WOLLMANN, Carin L\";i:1;s:17:\"COUSINS, Thomas E\";i:2;s:15:\"DAVIS, Rodney T\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:8:\"\u0000*\u0000place\";s:11:\"Chicago, IL\";s:6:\"\u0000*\u0000pub\";s:38:\"Precast\/Prestressed Concrete Institute\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Istex access
"O:16:\"UnpaywallOpenUrl\":35:{s:8:\"\u0000*\u0000email\";s:27:\"assistance-portail@inist.fr\";s:6:\"\u0000*\u0000fmt\";N;s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";N;s:7:\"\u0000*\u0000pmid\";N;s:9:\"\u0000*\u0000atitle\";N;s:9:\"\u0000*\u0000jtitle\";N;s:9:\"\u0000*\u0000stitle\";N;s:7:\"\u0000*\u0000date\";N;s:9:\"\u0000*\u0000volume\";N;s:8:\"\u0000*\u0000issue\";N;s:8:\"\u0000*\u0000spage\";N;s:8:\"\u0000*\u0000epage\";N;s:8:\"\u0000*\u0000pages\";N;s:7:\"\u0000*\u0000issn\";N;s:8:\"\u0000*\u0000eissn\";N;s:9:\"\u0000*\u0000aulast\";N;s:10:\"\u0000*\u0000aufirst\";N;s:9:\"\u0000*\u0000auinit\";N;s:10:\"\u0000*\u0000auinitm\";N;s:5:\"\u0000*\u0000au\";N;s:9:\"\u0000*\u0000aucorp\";N;s:7:\"\u0000*\u0000isbn\";N;s:8:\"\u0000*\u0000coden\";N;s:8:\"\u0000*\u0000genre\";N;s:7:\"\u0000*\u0000part\";N;s:9:\"\u0000*\u0000btitle\";N;s:8:\"\u0000*\u0000title\";N;s:8:\"\u0000*\u0000place\";N;s:6:\"\u0000*\u0000pub\";N;s:10:\"\u0000*\u0000edition\";N;s:9:\"\u0000*\u0000tpages\";N;s:9:\"\u0000*\u0000series\";N;s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";N;}"
Unpaywall access
"O:16:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:9:\"\u0000*\u0000jtitle\";s:11:\"PCI journal\";s:9:\"\u0000*\u0000stitle\";s:5:\"PCI j\";s:7:\"\u0000*\u0000date\";s:4:\"2007\";s:9:\"\u0000*\u0000volume\";s:2:\"52\";s:8:\"\u0000*\u0000issue\";s:1:\"3\";s:8:\"\u0000*\u0000spage\";s:2:\"18\";s:8:\"\u0000*\u0000epage\";s:2:\"28\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0887-9672\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"NEWHOUSE\";s:10:\"\u0000*\u0000aufirst\";s:9:\"Charles D\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:25:\"ROBERTS-WOLLMANN, Carin L\";i:1;s:17:\"COUSINS, Thomas E\";i:2;s:15:\"DAVIS, Rodney T\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:8:\"\u0000*\u0000place\";s:11:\"Chicago, IL\";s:6:\"\u0000*\u0000pub\";s:38:\"Precast\/Prestressed Concrete Institute\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Europe PubMed Central access
"O:11:\"BaseOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:9:\"\u0000*\u0000jtitle\";s:11:\"PCI journal\";s:9:\"\u0000*\u0000stitle\";s:5:\"PCI j\";s:7:\"\u0000*\u0000date\";s:4:\"2007\";s:9:\"\u0000*\u0000volume\";s:2:\"52\";s:8:\"\u0000*\u0000issue\";s:1:\"3\";s:8:\"\u0000*\u0000spage\";s:2:\"18\";s:8:\"\u0000*\u0000epage\";s:2:\"28\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0887-9672\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"NEWHOUSE\";s:10:\"\u0000*\u0000aufirst\";s:9:\"Charles D\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:25:\"ROBERTS-WOLLMANN, Carin L\";i:1;s:17:\"COUSINS, Thomas E\";i:2;s:15:\"DAVIS, Rodney T\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:8:\"\u0000*\u0000place\";s:11:\"Chicago, IL\";s:6:\"\u0000*\u0000pub\";s:38:\"Precast\/Prestressed Concrete Institute\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Base Search access
"O:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.15554\/pcij.05012007.18.28\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:9:\"\u0000*\u0000jtitle\";s:11:\"PCI journal\";s:9:\"\u0000*\u0000stitle\";s:5:\"PCI j\";s:7:\"\u0000*\u0000date\";s:4:\"2007\";s:9:\"\u0000*\u0000volume\";s:2:\"52\";s:8:\"\u0000*\u0000issue\";s:1:\"3\";s:8:\"\u0000*\u0000spage\";s:2:\"18\";s:8:\"\u0000*\u0000epage\";s:2:\"28\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0887-9672\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:8:\"NEWHOUSE\";s:10:\"\u0000*\u0000aufirst\";s:9:\"Charles D\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:25:\"ROBERTS-WOLLMANN, Carin L\";i:1;s:17:\"COUSINS, Thomas E\";i:2;s:15:\"DAVIS, Rodney T\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:109:\"Comparison of strands and bars for positive moment connection of continuous precast concrete bulb-tee girders\";s:8:\"\u0000*\u0000place\";s:11:\"Chicago, IL\";s:6:\"\u0000*\u0000pub\";s:38:\"Precast\/Prestressed Concrete Institute\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
arXiv access
