Reliability of short composite beam-column strength interaction
- Other title
- Influence de l'interaction des résistances sur la fiabilité des structures poutres-poteaux composites courtes (fr)
- Author
- MIRZA, S.A; SKRABEK, B.W
Lakehead univ., civil eng., Thunder Bay ON, Canada - Source
Journal of structural engineering (New York, NY). 1991, Vol 117, Num 8, pp 2320-2339
- CODEN
- JSENDH
- ISSN
- 0733-9445
- Scientific domain
- Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Armature Construction mixte Dimension Essai flexion Fiabilité structurelle Modèle mathématique Profilé Section carrée Structure poutre poteau
- Keyword (en)
- Concrete reinforcement Composite construction Dimension Bending test Structural reliability Mathematical model Shaped piece Square section Beam column structure
- Keyword (es)
- Armadura Construcción mixta Dimensión Ensayo flexion Fiabilidad estructural Modelo matemático Perfil Sección cuadrada Estructura viga-columna
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02H Steel-concrete composite structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- CSTB
- Database
- PASCAL
- INIST identifier
- 6520963
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
10.1061/(ASCE)0733-9445(1991)117:8(2320) 
https://dx.doi.org/10.1061/(ASCE)0733-9445(1991)117:8(2320)
"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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:63:\"Reliability of short composite beam-column strength interaction\";s:9:\"\u0000*\u0000jtitle\";s:48:\"Journal of structural engineering (New York, NY)\";s:9:\"\u0000*\u0000stitle\";s:25:\"J. struct. eng. (N.Y. NY)\";s:7:\"\u0000*\u0000date\";s:4:\"1991\";s:9:\"\u0000*\u0000volume\";s:3:\"117\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:4:\"2320\";s:8:\"\u0000*\u0000epage\";s:4:\"2339\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9445\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"MIRZA\";s:10:\"\u0000*\u0000aufirst\";s:3:\"S.A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:12:\"SKRABEK, B.W\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JSENDH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:63:\"Reliability of short composite beam-column strength interaction\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:63:\"Reliability of short composite beam-column strength interaction\";s:9:\"\u0000*\u0000jtitle\";s:48:\"Journal of structural engineering (New York, NY)\";s:9:\"\u0000*\u0000stitle\";s:25:\"J. struct. eng. (N.Y. NY)\";s:7:\"\u0000*\u0000date\";s:4:\"1991\";s:9:\"\u0000*\u0000volume\";s:3:\"117\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:4:\"2320\";s:8:\"\u0000*\u0000epage\";s:4:\"2339\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9445\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"MIRZA\";s:10:\"\u0000*\u0000aufirst\";s:3:\"S.A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:12:\"SKRABEK, B.W\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JSENDH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:63:\"Reliability of short composite beam-column strength interaction\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:63:\"Reliability of short composite beam-column strength interaction\";s:9:\"\u0000*\u0000jtitle\";s:48:\"Journal of structural engineering (New York, NY)\";s:9:\"\u0000*\u0000stitle\";s:25:\"J. struct. eng. (N.Y. NY)\";s:7:\"\u0000*\u0000date\";s:4:\"1991\";s:9:\"\u0000*\u0000volume\";s:3:\"117\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:4:\"2320\";s:8:\"\u0000*\u0000epage\";s:4:\"2339\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9445\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"MIRZA\";s:10:\"\u0000*\u0000aufirst\";s:3:\"S.A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:12:\"SKRABEK, B.W\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JSENDH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:63:\"Reliability of short composite beam-column strength interaction\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:63:\"Reliability of short composite beam-column strength interaction\";s:9:\"\u0000*\u0000jtitle\";s:48:\"Journal of structural engineering (New York, NY)\";s:9:\"\u0000*\u0000stitle\";s:25:\"J. struct. eng. (N.Y. NY)\";s:7:\"\u0000*\u0000date\";s:4:\"1991\";s:9:\"\u0000*\u0000volume\";s:3:\"117\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:4:\"2320\";s:8:\"\u0000*\u0000epage\";s:4:\"2339\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9445\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"MIRZA\";s:10:\"\u0000*\u0000aufirst\";s:3:\"S.A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:12:\"SKRABEK, B.W\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JSENDH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:63:\"Reliability of short composite beam-column strength interaction\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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:40:\"10.1061\/(ASCE)0733-9445(1991)117:8(2320)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:63:\"Reliability of short composite beam-column strength interaction\";s:9:\"\u0000*\u0000jtitle\";s:48:\"Journal of structural engineering (New York, NY)\";s:9:\"\u0000*\u0000stitle\";s:25:\"J. struct. eng. (N.Y. NY)\";s:7:\"\u0000*\u0000date\";s:4:\"1991\";s:9:\"\u0000*\u0000volume\";s:3:\"117\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:4:\"2320\";s:8:\"\u0000*\u0000epage\";s:4:\"2339\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-9445\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"MIRZA\";s:10:\"\u0000*\u0000aufirst\";s:3:\"S.A\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:12:\"SKRABEK, B.W\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JSENDH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:63:\"Reliability of short composite beam-column strength interaction\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:0:\"\";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
