A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation
- Author
- SARMA, S. K1 ; SRBULOV, M1
[1] Department of Civil Engineering, Imperial College of Science, Technology and Medicine, Imperial College Road, London SW7 2BU, United Kingdom - Source
Earthquake engineering & structural dynamics. 1996, Vol 25, Num 8, pp 815-836 ; ref : 33 ref
- CODEN
- IJEEBG
- ISSN
- 0098-8847
- Scientific domain
- Civil engineering; Geophysics
- Publisher
- Wiley, Chichester
/
Wiley, Elmont, NY
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Accélération Cinématique Etude cas Fondation rigide Historique Interaction sol structure Modèle prévision Mouvement Onde déformation Pic Prédiction Simulation numérique Sol Séisme
- Keyword (en)
- Acceleration Kinematics Case study Rigid foundations Case history Structure soil interaction Forecast model Motion Shear wave Peak Prediction Numerical simulation Soils Earthquakes
- Keyword (es)
- Aceleración Cinemática Estudio caso Fundación rígida Histórica Interacción suelo estructura Modelo previsión Movimiento Onda deformación Pico Predicción Simulación numérica Suelo Sismo
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 3168376
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
10.1002/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z 
https://dx.doi.org/10.1002/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z
"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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:9:\"\u0000*\u0000jtitle\";s:44:\"Earthquake engineering & structural dynamics\";s:9:\"\u0000*\u0000stitle\";s:27:\"Earthquake eng. struct. dyn\";s:7:\"\u0000*\u0000date\";s:4:\"1996\";s:9:\"\u0000*\u0000volume\";s:2:\"25\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:3:\"815\";s:8:\"\u0000*\u0000epage\";s:3:\"836\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0098-8847\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"SARMA\";s:10:\"\u0000*\u0000aufirst\";s:4:\"S. K\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"SRBULOV, M\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"IJEEBG\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:8:\"\u0000*\u0000place\";s:10:\"Chichester\";s:6:\"\u0000*\u0000pub\";s:5:\"Wiley\";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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:9:\"\u0000*\u0000jtitle\";s:44:\"Earthquake engineering & structural dynamics\";s:9:\"\u0000*\u0000stitle\";s:27:\"Earthquake eng. struct. dyn\";s:7:\"\u0000*\u0000date\";s:4:\"1996\";s:9:\"\u0000*\u0000volume\";s:2:\"25\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:3:\"815\";s:8:\"\u0000*\u0000epage\";s:3:\"836\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0098-8847\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"SARMA\";s:10:\"\u0000*\u0000aufirst\";s:4:\"S. K\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"SRBULOV, M\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"IJEEBG\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:8:\"\u0000*\u0000place\";s:10:\"Chichester\";s:6:\"\u0000*\u0000pub\";s:5:\"Wiley\";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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:9:\"\u0000*\u0000jtitle\";s:44:\"Earthquake engineering & structural dynamics\";s:9:\"\u0000*\u0000stitle\";s:27:\"Earthquake eng. struct. dyn\";s:7:\"\u0000*\u0000date\";s:4:\"1996\";s:9:\"\u0000*\u0000volume\";s:2:\"25\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:3:\"815\";s:8:\"\u0000*\u0000epage\";s:3:\"836\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0098-8847\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"SARMA\";s:10:\"\u0000*\u0000aufirst\";s:4:\"S. K\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"SRBULOV, M\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"IJEEBG\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:8:\"\u0000*\u0000place\";s:10:\"Chichester\";s:6:\"\u0000*\u0000pub\";s:5:\"Wiley\";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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:9:\"\u0000*\u0000jtitle\";s:44:\"Earthquake engineering & structural dynamics\";s:9:\"\u0000*\u0000stitle\";s:27:\"Earthquake eng. struct. dyn\";s:7:\"\u0000*\u0000date\";s:4:\"1996\";s:9:\"\u0000*\u0000volume\";s:2:\"25\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:3:\"815\";s:8:\"\u0000*\u0000epage\";s:3:\"836\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0098-8847\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"SARMA\";s:10:\"\u0000*\u0000aufirst\";s:4:\"S. K\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"SRBULOV, M\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"IJEEBG\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:8:\"\u0000*\u0000place\";s:10:\"Chichester\";s:6:\"\u0000*\u0000pub\";s:5:\"Wiley\";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:62:\"10.1002\/(SICI)1096-9845(199608)25:8<815::AID-EQE583>3.0.CO;2-Z\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:9:\"\u0000*\u0000jtitle\";s:44:\"Earthquake engineering & structural dynamics\";s:9:\"\u0000*\u0000stitle\";s:27:\"Earthquake eng. struct. dyn\";s:7:\"\u0000*\u0000date\";s:4:\"1996\";s:9:\"\u0000*\u0000volume\";s:2:\"25\";s:8:\"\u0000*\u0000issue\";s:1:\"8\";s:8:\"\u0000*\u0000spage\";s:3:\"815\";s:8:\"\u0000*\u0000epage\";s:3:\"836\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0098-8847\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:5:\"SARMA\";s:10:\"\u0000*\u0000aufirst\";s:4:\"S. K\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:10:\"SRBULOV, M\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"IJEEBG\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:137:\"A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation\";s:8:\"\u0000*\u0000place\";s:10:\"Chichester\";s:6:\"\u0000*\u0000pub\";s:5:\"Wiley\";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
