Applications in Geomechanics:
The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, m...
Gespeichert in:
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Berlin, Heidelberg
Springer Berlin Heidelberg
1987
|
| Schriftenreihe: | Topics in Boundary Element Research
4 |
| Schlagworte: | |
| Online-Zugang: | BTU01 Volltext |
| Zusammenfassung: | The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations |
| Beschreibung: | 1 Online-Ressource (XII, 173 p. 9 illus) |
| ISBN: | 9783642830129 |
| DOI: | 10.1007/978-3-642-83012-9 |
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| 520 | |a The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations | ||
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Datensatz im Suchindex
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| id | DE-604.BV045184996 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T08:10:54Z |
| institution | BVB |
| isbn | 9783642830129 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030574174 |
| oclc_num | 1053809652 |
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| physical | 1 Online-Ressource (XII, 173 p. 9 illus) |
| psigel | ZDB-2-ENG ZDB-2-ENG_Archiv ZDB-2-ENG ZDB-2-ENG_Archiv |
| publishDate | 1987 |
| publishDateSearch | 1987 |
| publishDateSort | 1987 |
| publisher | Springer Berlin Heidelberg |
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| series2 | Topics in Boundary Element Research |
| spelling | Applications in Geomechanics edited by Carlos A. Brebbia Berlin, Heidelberg Springer Berlin Heidelberg 1987 1 Online-Ressource (XII, 173 p. 9 illus) txt rdacontent c rdamedia cr rdacarrier Topics in Boundary Element Research 4 The first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations Engineering Appl.Mathematics/Computational Methods of Engineering Applied mathematics Engineering mathematics Brebbia, Carlos A. edt Erscheint auch als Druck-Ausgabe 9783642830143 https://doi.org/10.1007/978-3-642-83012-9 Verlag URL des Erstveröffentlichers Volltext |
| spellingShingle | Applications in Geomechanics Engineering Appl.Mathematics/Computational Methods of Engineering Applied mathematics Engineering mathematics |
| title | Applications in Geomechanics |
| title_auth | Applications in Geomechanics |
| title_exact_search | Applications in Geomechanics |
| title_full | Applications in Geomechanics edited by Carlos A. Brebbia |
| title_fullStr | Applications in Geomechanics edited by Carlos A. Brebbia |
| title_full_unstemmed | Applications in Geomechanics edited by Carlos A. Brebbia |
| title_short | Applications in Geomechanics |
| title_sort | applications in geomechanics |
| topic | Engineering Appl.Mathematics/Computational Methods of Engineering Applied mathematics Engineering mathematics |
| topic_facet | Engineering Appl.Mathematics/Computational Methods of Engineering Applied mathematics Engineering mathematics |
| url | https://doi.org/10.1007/978-3-642-83012-9 |
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