Uniform half-plane elastodynamic problems by an approximate boundary element method
- Other title
- Résolution des problèmes élastodynamiques de demi-plans uniformes par la méthode élément limite approximative (fr)
- Author
- KONTONI, D.-P.N1 ; BESKOS, D.E; MANOLIS, G.D
[1] Univ. Patras, dep. civil eng., Patras, Greece - Source
Soil dynamics and earthquake engineering (1984). 1987, Vol 6, Num 4, pp 227-238 ; Illustration , Table ; ref : 2 p
- CODEN
- SDEEEJ
- ISSN
- 0267-7261
- Scientific domain
- Civil engineering; Geophysics
- Publisher
- Elsevier Science, Oxford
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Diffraction sismique Méthode élément limite Propagation Transformation Laplace Demi plan Elastodynamique
- Keyword (en)
- Seismic diffraction Boundary element analysis Propagation Laplace transformations
- Keyword (es)
- Difracción sísmica Método elemento límite Propagación Transformación Laplace
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics
- Discipline
- Earth sciences
- Origin
- BRGM
- Database
- PASCAL
- INIST identifier
- 7424338
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
10.1016/0267-7261(87)90004-2 
https://dx.doi.org/10.1016/0267-7261(87)90004-2
"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:\"10.1016\/0267-7261(87)90004-2\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:9:\"\u0000*\u0000jtitle\";s:47:\"Soil dynamics and earthquake engineering (1984)\";s:9:\"\u0000*\u0000stitle\";s:30:\"Soil dyn. earthqu. eng. (1984)\";s:7:\"\u0000*\u0000date\";s:4:\"1987\";s:9:\"\u0000*\u0000volume\";s:1:\"6\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"227\";s:8:\"\u0000*\u0000epage\";s:3:\"238\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0267-7261\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"KONTONI\";s:10:\"\u0000*\u0000aufirst\";s:6:\"D.-P.N\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"BESKOS, D.E\";i:1;s:12:\"MANOLIS, G.D\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"SDEEEJ\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:16:\"Elsevier Science\";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:28:\"10.1016\/0267-7261(87)90004-2\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:9:\"\u0000*\u0000jtitle\";s:47:\"Soil dynamics and earthquake engineering (1984)\";s:9:\"\u0000*\u0000stitle\";s:30:\"Soil dyn. earthqu. eng. (1984)\";s:7:\"\u0000*\u0000date\";s:4:\"1987\";s:9:\"\u0000*\u0000volume\";s:1:\"6\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"227\";s:8:\"\u0000*\u0000epage\";s:3:\"238\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0267-7261\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"KONTONI\";s:10:\"\u0000*\u0000aufirst\";s:6:\"D.-P.N\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"BESKOS, D.E\";i:1;s:12:\"MANOLIS, G.D\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"SDEEEJ\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:16:\"Elsevier Science\";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:28:\"10.1016\/0267-7261(87)90004-2\";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:\"10.1016\/0267-7261(87)90004-2\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:9:\"\u0000*\u0000jtitle\";s:47:\"Soil dynamics and earthquake engineering (1984)\";s:9:\"\u0000*\u0000stitle\";s:30:\"Soil dyn. earthqu. eng. (1984)\";s:7:\"\u0000*\u0000date\";s:4:\"1987\";s:9:\"\u0000*\u0000volume\";s:1:\"6\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"227\";s:8:\"\u0000*\u0000epage\";s:3:\"238\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0267-7261\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"KONTONI\";s:10:\"\u0000*\u0000aufirst\";s:6:\"D.-P.N\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"BESKOS, D.E\";i:1;s:12:\"MANOLIS, G.D\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"SDEEEJ\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:16:\"Elsevier Science\";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:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:28:\"10.1016\/0267-7261(87)90004-2\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:9:\"\u0000*\u0000jtitle\";s:47:\"Soil dynamics and earthquake engineering (1984)\";s:9:\"\u0000*\u0000stitle\";s:30:\"Soil dyn. earthqu. eng. (1984)\";s:7:\"\u0000*\u0000date\";s:4:\"1987\";s:9:\"\u0000*\u0000volume\";s:1:\"6\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"227\";s:8:\"\u0000*\u0000epage\";s:3:\"238\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0267-7261\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"KONTONI\";s:10:\"\u0000*\u0000aufirst\";s:6:\"D.-P.N\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"BESKOS, D.E\";i:1;s:12:\"MANOLIS, G.D\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"SDEEEJ\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:83:\"Uniform half-plane elastodynamic problems by an approximate boundary element method\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:16:\"Elsevier Science\";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
