Ideale Biegedrillknickmomente: Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | German |
| Veröffentlicht: |
Wiesbaden
Vieweg+Teubner Verlag
1991
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Beschreibung: | capable of carrying out the calculations of lateral torsional buckling problems. These programs, how To be able to understand the diagrams especially in ever, require additional knowledge of bifurcation and chapter 9 of this book the authors considered it to be eigenvalue problems. Otherwise one has to refer to necessary to offer the non-German speaking reader appropriate tables, diagrams etc. which are known some information. It was not intended to really give a from the literature. Some of which shall be commented literal translation of the German version, but to on briefly in the following: explain why this book was written and how it can be used successfully in practical engineering for both. M tiller's "Nomograms" [3] used in the analysis of design and proof computation. To the best of the the problem of lateral-torsional buckling for simply authors' knowledge at present, however, both the con supported !-beams, and tables for cantilevered ! tent and the line of treatment used in this book differ beams subjected to vertical loads are well-known from those of other sources. The intention has been to and widely accepted. fill a gap in the literature that really does exist. The fundamental literature on "Flexural-Torsional Problems of Straight Thin Walled Beams" [4] by Roik, Car! and Lindner provides in its diagrams 5. 13 to 5 |
| Beschreibung: | 1 Online-Ressource (XLIV, 876 S.) |
| ISBN: | 9783663140832 9783528088248 |
| DOI: | 10.1007/978-3-663-14083-2 |
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| 500 | |a capable of carrying out the calculations of lateral torsional buckling problems. These programs, how To be able to understand the diagrams especially in ever, require additional knowledge of bifurcation and chapter 9 of this book the authors considered it to be eigenvalue problems. Otherwise one has to refer to necessary to offer the non-German speaking reader appropriate tables, diagrams etc. which are known some information. It was not intended to really give a from the literature. Some of which shall be commented literal translation of the German version, but to on briefly in the following: explain why this book was written and how it can be used successfully in practical engineering for both. M tiller's "Nomograms" [3] used in the analysis of design and proof computation. To the best of the the problem of lateral-torsional buckling for simply authors' knowledge at present, however, both the con supported !-beams, and tables for cantilevered ! tent and the line of treatment used in this book differ beams subjected to vertical loads are well-known from those of other sources. The intention has been to and widely accepted. fill a gap in the literature that really does exist. The fundamental literature on "Flexural-Torsional Problems of Straight Thin Walled Beams" [4] by Roik, Car! and Lindner provides in its diagrams 5. 13 to 5 | ||
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| dewey-search | 670 |
| dewey-sort | 3670 |
| dewey-tens | 670 - Manufacturing |
| discipline | Technik Technik Informatik Werkstoffwissenschaften / Fertigungstechnik |
| doi_str_mv | 10.1007/978-3-663-14083-2 |
| format | Electronic eBook |
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| id | DE-604.BV042438911 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T01:21:42Z |
| institution | BVB |
| isbn | 9783663140832 9783528088248 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027874241 |
| oclc_num | 1002277061 |
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| owner_facet | DE-91 DE-BY-TUM DE-634 DE-92 DE-573 DE-706 DE-860 DE-1046 DE-Aug4 |
| physical | 1 Online-Ressource (XLIV, 876 S.) |
| psigel | ZDB-2-STI ZDB-2-BAD ZDB-2-STI_Archive ZDB-2-STI_1990/1999 |
| publishDate | 1991 |
| publishDateSearch | 1991 |
| publishDateSort | 1991 |
| publisher | Vieweg+Teubner Verlag |
| record_format | marc |
| spelling | Dickel, Timm Verfasser aut Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients von Timm Dickel, Heinz-Peter Klemens, Heinrich Rothert Lateral-Torsional Buckling Coefficients Wiesbaden Vieweg+Teubner Verlag 1991 1 Online-Ressource (XLIV, 876 S.) txt rdacontent c rdamedia cr rdacarrier capable of carrying out the calculations of lateral torsional buckling problems. These programs, how To be able to understand the diagrams especially in ever, require additional knowledge of bifurcation and chapter 9 of this book the authors considered it to be eigenvalue problems. Otherwise one has to refer to necessary to offer the non-German speaking reader appropriate tables, diagrams etc. which are known some information. It was not intended to really give a from the literature. Some of which shall be commented literal translation of the German version, but to on briefly in the following: explain why this book was written and how it can be used successfully in practical engineering for both. M tiller's "Nomograms" [3] used in the analysis of design and proof computation. To the best of the the problem of lateral-torsional buckling for simply authors' knowledge at present, however, both the con supported !-beams, and tables for cantilevered ! tent and the line of treatment used in this book differ beams subjected to vertical loads are well-known from those of other sources. The intention has been to and widely accepted. fill a gap in the literature that really does exist. The fundamental literature on "Flexural-Torsional Problems of Straight Thin Walled Beams" [4] by Roik, Car! and Lindner provides in its diagrams 5. 13 to 5 Engineering Industrial engineering Structural control (Engineering) Operating Procedures, Materials Treatment Industrial and Production Engineering Engineering, general Ingenieurwissenschaften Klemens, Heinz-Peter Sonstige oth Rothert, Heinrich Sonstige oth https://doi.org/10.1007/978-3-663-14083-2 Verlag Volltext |
| spellingShingle | Dickel, Timm Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients Engineering Industrial engineering Structural control (Engineering) Operating Procedures, Materials Treatment Industrial and Production Engineering Engineering, general Ingenieurwissenschaften |
| title | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients |
| title_alt | Lateral-Torsional Buckling Coefficients |
| title_auth | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients |
| title_exact_search | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients |
| title_full | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients von Timm Dickel, Heinz-Peter Klemens, Heinrich Rothert |
| title_fullStr | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients von Timm Dickel, Heinz-Peter Klemens, Heinrich Rothert |
| title_full_unstemmed | Ideale Biegedrillknickmomente Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients von Timm Dickel, Heinz-Peter Klemens, Heinrich Rothert |
| title_short | Ideale Biegedrillknickmomente |
| title_sort | ideale biegedrillknickmomente kurventafeln fur durchlauftrager mit doppelt symmetrischem i querschnitt diagrams for continuous beams with doubly symmetric i sections lateral torsional buckling coefficients |
| title_sub | Kurventafeln für Durchlaufträger mit doppelt-symmetrischem I-Querschnitt / Diagrams for Continuous Beams with Doubly Symmetric I-Sections = Lateral-Torsional Buckling Coefficients |
| topic | Engineering Industrial engineering Structural control (Engineering) Operating Procedures, Materials Treatment Industrial and Production Engineering Engineering, general Ingenieurwissenschaften |
| topic_facet | Engineering Industrial engineering Structural control (Engineering) Operating Procedures, Materials Treatment Industrial and Production Engineering Engineering, general Ingenieurwissenschaften |
| url | https://doi.org/10.1007/978-3-663-14083-2 |
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