Foundation vibration analysis :: a strength-of-materials approach /
Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are pr...
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Amsterdam ; Boston :
Elsevier,
2004.
|
| Schlagworte: | |
| Online-Zugang: | Volltext Volltext |
| Zusammenfassung: | Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are present, but more importantly because until recently the methods necessary to carry out this form of analysis did not exist. In the last ten years efforts at modelling practical problems in foundation analysis using a strength-of-materials approach have developed the concept of the conical bar or beam as a tool. Such cone models can be used to model a foundation in a dynamic soil-structure interaction analysis with a variation of the properties with depth. This book develops this new approach from scratch in a readable and accessible manner. A systematic evaluation for a wide range of actual sites demonstrates sufficient engineering accuracy. A short computer program written in MATLAB and a user-friendly executable program are provided, while practical examples ensure a clear understanding of the topic. *Simplifies complex 3-D analysis of soil-structure interaction. *Applies strength-of-materials approach to geotechnical engineering. *Illustrated with practical examples. *Executable program and MATLAB program for foundation vibration analysis. |
| Beschreibung: | 1 online resource (xiii, 218 pages) : illustrations |
| Bibliographie: | Includes bibliographical references (pages 209-211) and index. |
| ISBN: | 9780080477893 0080477895 |
Internformat
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| 245 | 1 | 0 | |a Foundation vibration analysis : |b a strength-of-materials approach / |c John P. Wolf, Andrew J. Deeks. |
| 260 | |a Amsterdam ; |a Boston : |b Elsevier, |c 2004. | ||
| 300 | |a 1 online resource (xiii, 218 pages) : |b illustrations | ||
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| 504 | |a Includes bibliographical references (pages 209-211) and index. | ||
| 505 | 0 | |a Introduction -- Concepts of the cone model -- Initial cone with outward wave propagation -- Wave reflection and refraction at a material discontinuity -- Foundation embedded in a layered half-space -- Evaluation of accuracy -- Engineering applications -- Concluding remarks -- Appendix A: Frequency-domain response analysis -- Appendix B: Dynamic soil-structure interaction -- Appendix C: Wave propagation in a semi-infinite prismatic bar -- Appendix D: Historical note -- Appendix E: Program CONAN (CONe ANalysis)--user's guide -- Appendix F: MATLAB procedures for cone analysis. | |
| 588 | 0 | |a Print version record. | |
| 520 | |a Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are present, but more importantly because until recently the methods necessary to carry out this form of analysis did not exist. In the last ten years efforts at modelling practical problems in foundation analysis using a strength-of-materials approach have developed the concept of the conical bar or beam as a tool. Such cone models can be used to model a foundation in a dynamic soil-structure interaction analysis with a variation of the properties with depth. This book develops this new approach from scratch in a readable and accessible manner. A systematic evaluation for a wide range of actual sites demonstrates sufficient engineering accuracy. A short computer program written in MATLAB and a user-friendly executable program are provided, while practical examples ensure a clear understanding of the topic. *Simplifies complex 3-D analysis of soil-structure interaction. *Applies strength-of-materials approach to geotechnical engineering. *Illustrated with practical examples. *Executable program and MATLAB program for foundation vibration analysis. | ||
| 546 | |a English. | ||
| 650 | 0 | |a Foundations |x Vibration. | |
| 650 | 0 | |a Strength of materials. |0 http://id.loc.gov/authorities/subjects/sh85128671 | |
| 650 | 1 | |a Strength of materials. | |
| 650 | 6 | |a Fondations (Construction) |x Vibrations. | |
| 650 | 6 | |a Résistance des matériaux. | |
| 650 | 7 | |a strength of materials. |2 aat | |
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Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn190811037 |
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| _version_ | 1816881659405926401 |
| adam_text | |
| any_adam_object | |
| author | Wolf, John P. |
| author2 | Deeks, Andrew J. |
| author2_role | |
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| author_GND | http://id.loc.gov/authorities/names/n82230542 http://id.loc.gov/authorities/names/n2004001509 |
| author_facet | Wolf, John P. Deeks, Andrew J. |
| author_role | |
| author_sort | Wolf, John P. |
| author_variant | j p w jp jpw |
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| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TA775 |
| callnumber-raw | TA775 .F6917 2004eb |
| callnumber-search | TA775 .F6917 2004eb |
| callnumber-sort | TA 3775 F6917 42004EB |
| callnumber-subject | TA - General and Civil Engineering |
| collection | ZDB-4-EBA |
| contents | Introduction -- Concepts of the cone model -- Initial cone with outward wave propagation -- Wave reflection and refraction at a material discontinuity -- Foundation embedded in a layered half-space -- Evaluation of accuracy -- Engineering applications -- Concluding remarks -- Appendix A: Frequency-domain response analysis -- Appendix B: Dynamic soil-structure interaction -- Appendix C: Wave propagation in a semi-infinite prismatic bar -- Appendix D: Historical note -- Appendix E: Program CONAN (CONe ANalysis)--user's guide -- Appendix F: MATLAB procedures for cone analysis. |
| ctrlnum | (OCoLC)190811037 |
| dewey-full | 624.1/5 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/5 |
| dewey-search | 624.1/5 |
| dewey-sort | 3624.1 15 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are present, but more importantly because until recently the methods necessary to carry out this form of analysis did not exist. In the last ten years efforts at modelling practical problems in foundation analysis using a strength-of-materials approach have developed the concept of the conical bar or beam as a tool. Such cone models can be used to model a foundation in a dynamic soil-structure interaction analysis with a variation of the properties with depth. This book develops this new approach from scratch in a readable and accessible manner. A systematic evaluation for a wide range of actual sites demonstrates sufficient engineering accuracy. 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| genre | dissertations. aat Academic theses fast Academic theses. lcgft http://id.loc.gov/authorities/genreForms/gf2014026039 Thèses et écrits académiques. rvmgf |
| genre_facet | dissertations. Academic theses Academic theses. Thèses et écrits académiques. |
| id | ZDB-4-EBA-ocn190811037 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:16:14Z |
| institution | BVB |
| isbn | 9780080477893 0080477895 |
| language | English |
| oclc_num | 190811037 |
| open_access_boolean | |
| owner | MAIN DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource (xiii, 218 pages) : illustrations |
| psigel | ZDB-4-EBA |
| publishDate | 2004 |
| publishDateSearch | 2004 |
| publishDateSort | 2004 |
| publisher | Elsevier, |
| record_format | marc |
| spelling | Wolf, John P. http://id.loc.gov/authorities/names/n82230542 Foundation vibration analysis : a strength-of-materials approach / John P. Wolf, Andrew J. Deeks. Amsterdam ; Boston : Elsevier, 2004. 1 online resource (xiii, 218 pages) : illustrations text txt rdacontent computer c rdamedia online resource cr rdacarrier Includes bibliographical references (pages 209-211) and index. Introduction -- Concepts of the cone model -- Initial cone with outward wave propagation -- Wave reflection and refraction at a material discontinuity -- Foundation embedded in a layered half-space -- Evaluation of accuracy -- Engineering applications -- Concluding remarks -- Appendix A: Frequency-domain response analysis -- Appendix B: Dynamic soil-structure interaction -- Appendix C: Wave propagation in a semi-infinite prismatic bar -- Appendix D: Historical note -- Appendix E: Program CONAN (CONe ANalysis)--user's guide -- Appendix F: MATLAB procedures for cone analysis. Print version record. Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are present, but more importantly because until recently the methods necessary to carry out this form of analysis did not exist. In the last ten years efforts at modelling practical problems in foundation analysis using a strength-of-materials approach have developed the concept of the conical bar or beam as a tool. Such cone models can be used to model a foundation in a dynamic soil-structure interaction analysis with a variation of the properties with depth. This book develops this new approach from scratch in a readable and accessible manner. A systematic evaluation for a wide range of actual sites demonstrates sufficient engineering accuracy. A short computer program written in MATLAB and a user-friendly executable program are provided, while practical examples ensure a clear understanding of the topic. *Simplifies complex 3-D analysis of soil-structure interaction. *Applies strength-of-materials approach to geotechnical engineering. *Illustrated with practical examples. *Executable program and MATLAB program for foundation vibration analysis. English. Foundations Vibration. Strength of materials. http://id.loc.gov/authorities/subjects/sh85128671 Strength of materials. Fondations (Construction) Vibrations. Résistance des matériaux. strength of materials. aat JUVENILE NONFICTION General. bisacsh Foundations Vibration fast dissertations. aat Academic theses fast Academic theses. lcgft http://id.loc.gov/authorities/genreForms/gf2014026039 Thèses et écrits académiques. rvmgf Deeks, Andrew J. http://id.loc.gov/authorities/names/n2004001509 has work: Foundation vibration analysis (Text) https://id.oclc.org/worldcat/entity/E39PCFw776MmwppbFK88h9cRqP https://id.oclc.org/worldcat/ontology/hasWork Print version: Wolf, John P. Foundation vibration analysis. Amsterdam ; Boston : Elsevier, 2004 075066164X (DLC) 2004040363 (OCoLC)54046748 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=196413 Volltext FWS01 ZDB-4-EBA FWS_PDA_EBA https://www.sciencedirect.com/science/book/9780750661645 Volltext |
| spellingShingle | Wolf, John P. Foundation vibration analysis : a strength-of-materials approach / Introduction -- Concepts of the cone model -- Initial cone with outward wave propagation -- Wave reflection and refraction at a material discontinuity -- Foundation embedded in a layered half-space -- Evaluation of accuracy -- Engineering applications -- Concluding remarks -- Appendix A: Frequency-domain response analysis -- Appendix B: Dynamic soil-structure interaction -- Appendix C: Wave propagation in a semi-infinite prismatic bar -- Appendix D: Historical note -- Appendix E: Program CONAN (CONe ANalysis)--user's guide -- Appendix F: MATLAB procedures for cone analysis. Foundations Vibration. Strength of materials. http://id.loc.gov/authorities/subjects/sh85128671 Strength of materials. Fondations (Construction) Vibrations. Résistance des matériaux. strength of materials. aat JUVENILE NONFICTION General. bisacsh Foundations Vibration fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85128671 http://id.loc.gov/authorities/genreForms/gf2014026039 |
| title | Foundation vibration analysis : a strength-of-materials approach / |
| title_auth | Foundation vibration analysis : a strength-of-materials approach / |
| title_exact_search | Foundation vibration analysis : a strength-of-materials approach / |
| title_full | Foundation vibration analysis : a strength-of-materials approach / John P. Wolf, Andrew J. Deeks. |
| title_fullStr | Foundation vibration analysis : a strength-of-materials approach / John P. Wolf, Andrew J. Deeks. |
| title_full_unstemmed | Foundation vibration analysis : a strength-of-materials approach / John P. Wolf, Andrew J. Deeks. |
| title_short | Foundation vibration analysis : |
| title_sort | foundation vibration analysis a strength of materials approach |
| title_sub | a strength-of-materials approach / |
| topic | Foundations Vibration. Strength of materials. http://id.loc.gov/authorities/subjects/sh85128671 Strength of materials. Fondations (Construction) Vibrations. Résistance des matériaux. strength of materials. aat JUVENILE NONFICTION General. bisacsh Foundations Vibration fast |
| topic_facet | Foundations Vibration. Strength of materials. Fondations (Construction) Vibrations. Résistance des matériaux. strength of materials. JUVENILE NONFICTION General. Foundations Vibration dissertations. Academic theses Academic theses. Thèses et écrits académiques. |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=196413 https://www.sciencedirect.com/science/book/9780750661645 |
| work_keys_str_mv | AT wolfjohnp foundationvibrationanalysisastrengthofmaterialsapproach AT deeksandrewj foundationvibrationanalysisastrengthofmaterialsapproach |