A two-step perturbation method in nonlinear analysis of beams, plates, and shells:
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | Englisch |
| Veröffentlicht: |
Singapore
John Wiley & Sons
2013
|
| Schlagwörter: | |
| Beschreibung: | Includes bibliographical references and index |
| Umfang: | xiv, 353 p |
| ISBN: | 9781118649909 |
Internformat
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| 100 | 1 | |a Shen, Hui-Shen |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a A two-step perturbation method in nonlinear analysis of beams, plates, and shells |c Hui-Shen Shen |
| 264 | 1 | |a Singapore |b John Wiley & Sons |c 2013 | |
| 300 | |a xiv, 353 p | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
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| 500 | |a Includes bibliographical references and index | ||
| 650 | 4 | |a Mathematisches Modell | |
| 650 | 4 | |a Girders |x Mathematical models | |
| 650 | 4 | |a Shells (Engineering) |x Mathematical models | |
| 650 | 4 | |a Plates (Engineering) |x Mathematical models | |
| 650 | 4 | |a Deformations (Mechanics) |x Mathematical models | |
| 650 | 4 | |a Perturbation (Mathematics) | |
| 776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe, Hardcover |z 978-1-118-64988-6 |
| 912 | |a ZDB-30-PAD | ||
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Datensatz im Suchindex
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| author | Shen, Hui-Shen |
| author_facet | Shen, Hui-Shen |
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| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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| id | DE-604.BV044177036 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-20T17:56:05Z |
| institution | BVB |
| isbn | 9781118649909 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029583881 |
| oclc_num | 854977099 |
| open_access_boolean | |
| physical | xiv, 353 p |
| psigel | ZDB-30-PAD |
| publishDate | 2013 |
| publishDateSearch | 2013 |
| publishDateSort | 2013 |
| publisher | John Wiley & Sons |
| record_format | marc |
| spelling | Shen, Hui-Shen Verfasser aut A two-step perturbation method in nonlinear analysis of beams, plates, and shells Hui-Shen Shen Singapore John Wiley & Sons 2013 xiv, 353 p txt rdacontent c rdamedia cr rdacarrier Includes bibliographical references and index Mathematisches Modell Girders Mathematical models Shells (Engineering) Mathematical models Plates (Engineering) Mathematical models Deformations (Mechanics) Mathematical models Perturbation (Mathematics) Erscheint auch als Druck-Ausgabe, Hardcover 978-1-118-64988-6 |
| spellingShingle | Shen, Hui-Shen A two-step perturbation method in nonlinear analysis of beams, plates, and shells Mathematisches Modell Girders Mathematical models Shells (Engineering) Mathematical models Plates (Engineering) Mathematical models Deformations (Mechanics) Mathematical models Perturbation (Mathematics) |
| title | A two-step perturbation method in nonlinear analysis of beams, plates, and shells |
| title_auth | A two-step perturbation method in nonlinear analysis of beams, plates, and shells |
| title_exact_search | A two-step perturbation method in nonlinear analysis of beams, plates, and shells |
| title_full | A two-step perturbation method in nonlinear analysis of beams, plates, and shells Hui-Shen Shen |
| title_fullStr | A two-step perturbation method in nonlinear analysis of beams, plates, and shells Hui-Shen Shen |
| title_full_unstemmed | A two-step perturbation method in nonlinear analysis of beams, plates, and shells Hui-Shen Shen |
| title_short | A two-step perturbation method in nonlinear analysis of beams, plates, and shells |
| title_sort | a two step perturbation method in nonlinear analysis of beams plates and shells |
| topic | Mathematisches Modell Girders Mathematical models Shells (Engineering) Mathematical models Plates (Engineering) Mathematical models Deformations (Mechanics) Mathematical models Perturbation (Mathematics) |
| topic_facet | Mathematisches Modell Girders Mathematical models Shells (Engineering) Mathematical models Plates (Engineering) Mathematical models Deformations (Mechanics) Mathematical models Perturbation (Mathematics) |
| work_keys_str_mv | AT shenhuishen atwostepperturbationmethodinnonlinearanalysisofbeamsplatesandshells |