Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten:
Gespeichert in:
| Beteilige Person: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | Deutsch |
| Veröffentlicht: |
Wiesbaden
Vieweg+Teubner Verlag
1981
|
| Schlagwörter: | |
| Links: | https://doi.org/10.1007/978-3-322-86307-2 |
| Beschreibung: | Stiffened steel plates have been used for many years especially in the fields of bridges, ships and towers. They are very efficient components of a structure, having both a high strength - to -weight ratio and a pleasing appearance. However, in some cases they have a tendency to buckle in one mode or even two simultaneous modes. In existing codes of practice designers have been supplied with many comprehensive rules so that they can calculate failure loads (collapse conditions) and the loads at which first yield occurs (serviceability conditions). A key calculation in each of these determinations is that which gives the critical stress. However, the critical stress depends upon many features such as the boundary conditions along the sides and at the ends and the geometry of the cross-section. A short stiffened plate may buckle locally whereas a longer panel with the same cross-section may buckle as a wide Euler column. The labour involved in checking individual trial designs is often formidable. It is the aim of this book to try to ease this burden for designers. They will find that it is a simple matter to use this book as if it were a catalogue of sectional properties. Indeed the tables contained herein present the usual section properties but they also indicate the stresses at which local buckling occurs and the panel length beyond which global (i.e. Euler type) buckling governs |
| Umfang: | 1 Online-Ressource (197S.) |
| ISBN: | 9783322863072 9783528086732 |
| DOI: | 10.1007/978-3-322-86307-2 |
Internformat
MARC
| LEADER | 00000nam a2200000zc 4500 | ||
|---|---|---|---|
| 001 | BV042429629 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | cr|uuu---uuuuu | ||
| 008 | 150320s1981 xx o|||| 00||| ger d | ||
| 020 | |a 9783322863072 |c Online |9 978-3-322-86307-2 | ||
| 020 | |a 9783528086732 |c Print |9 978-3-528-08673-2 | ||
| 024 | 7 | |a 10.1007/978-3-322-86307-2 |2 doi | |
| 035 | |a (OCoLC)907125470 | ||
| 035 | |a (DE-599)BVBBV042429629 | ||
| 040 | |a DE-604 |b ger |e aacr | ||
| 041 | 0 | |a ger | |
| 049 | |a DE-91 |a DE-634 |a DE-92 |a DE-573 |a DE-706 |a DE-1046 |a DE-1047 | ||
| 082 | 0 | |a 620 |2 23 | |
| 084 | |a TEC 000 |2 stub | ||
| 084 | |a DAT 000 |2 stub | ||
| 100 | 1 | |a Murray, Noel W. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten |c von Noel W. Murray, Georg Thierauf |
| 264 | 1 | |a Wiesbaden |b Vieweg+Teubner Verlag |c 1981 | |
| 300 | |a 1 Online-Ressource (197S.) | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 500 | |a Stiffened steel plates have been used for many years especially in the fields of bridges, ships and towers. They are very efficient components of a structure, having both a high strength - to -weight ratio and a pleasing appearance. However, in some cases they have a tendency to buckle in one mode or even two simultaneous modes. In existing codes of practice designers have been supplied with many comprehensive rules so that they can calculate failure loads (collapse conditions) and the loads at which first yield occurs (serviceability conditions). A key calculation in each of these determinations is that which gives the critical stress. However, the critical stress depends upon many features such as the boundary conditions along the sides and at the ends and the geometry of the cross-section. A short stiffened plate may buckle locally whereas a longer panel with the same cross-section may buckle as a wide Euler column. The labour involved in checking individual trial designs is often formidable. It is the aim of this book to try to ease this burden for designers. They will find that it is a simple matter to use this book as if it were a catalogue of sectional properties. Indeed the tables contained herein present the usual section properties but they also indicate the stresses at which local buckling occurs and the panel length beyond which global (i.e. Euler type) buckling governs | ||
| 650 | 4 | |a Engineering | |
| 650 | 4 | |a Engineering, general | |
| 650 | 4 | |a Ingenieurwissenschaften | |
| 700 | 1 | |a Thierauf, Georg |e Sonstige |4 oth | |
| 856 | 4 | 0 | |u https://doi.org/10.1007/978-3-322-86307-2 |x Verlag |3 Volltext |
| 912 | |a ZDB-2-STI | ||
| 912 | |a ZDB-2-BAD | ||
| 940 | 1 | |q ZDB-2-STI_Archive | |
| 943 | 1 | |a oai:aleph.bib-bvb.de:BVB01-027864960 | |
Datensatz im Suchindex
| DE-BY-TUM_katkey | 2072673 |
|---|---|
| _version_ | 1821931388757082113 |
| any_adam_object | |
| author | Murray, Noel W. |
| author_facet | Murray, Noel W. |
| author_role | aut |
| author_sort | Murray, Noel W. |
| author_variant | n w m nw nwm |
| building | Verbundindex |
| bvnumber | BV042429629 |
| classification_tum | TEC 000 DAT 000 |
| collection | ZDB-2-STI ZDB-2-BAD |
| ctrlnum | (OCoLC)907125470 (DE-599)BVBBV042429629 |
| dewey-full | 620 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620 |
| dewey-search | 620 |
| dewey-sort | 3620 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Technik Technik Informatik |
| doi_str_mv | 10.1007/978-3-322-86307-2 |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02824nam a2200421zc 4500</leader><controlfield tag="001">BV042429629</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">150320s1981 xx o|||| 00||| ger d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783322863072</subfield><subfield code="c">Online</subfield><subfield code="9">978-3-322-86307-2</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783528086732</subfield><subfield code="c">Print</subfield><subfield code="9">978-3-528-08673-2</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/978-3-322-86307-2</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)907125470</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV042429629</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">ger</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-91</subfield><subfield code="a">DE-634</subfield><subfield code="a">DE-92</subfield><subfield code="a">DE-573</subfield><subfield code="a">DE-706</subfield><subfield code="a">DE-1046</subfield><subfield code="a">DE-1047</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">620</subfield><subfield code="2">23</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">TEC 000</subfield><subfield code="2">stub</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">DAT 000</subfield><subfield code="2">stub</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Murray, Noel W.</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten</subfield><subfield code="c">von Noel W. Murray, Georg Thierauf</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Wiesbaden</subfield><subfield code="b">Vieweg+Teubner Verlag</subfield><subfield code="c">1981</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource (197S.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Stiffened steel plates have been used for many years especially in the fields of bridges, ships and towers. They are very efficient components of a structure, having both a high strength - to -weight ratio and a pleasing appearance. However, in some cases they have a tendency to buckle in one mode or even two simultaneous modes. In existing codes of practice designers have been supplied with many comprehensive rules so that they can calculate failure loads (collapse conditions) and the loads at which first yield occurs (serviceability conditions). A key calculation in each of these determinations is that which gives the critical stress. However, the critical stress depends upon many features such as the boundary conditions along the sides and at the ends and the geometry of the cross-section. A short stiffened plate may buckle locally whereas a longer panel with the same cross-section may buckle as a wide Euler column. The labour involved in checking individual trial designs is often formidable. It is the aim of this book to try to ease this burden for designers. They will find that it is a simple matter to use this book as if it were a catalogue of sectional properties. Indeed the tables contained herein present the usual section properties but they also indicate the stresses at which local buckling occurs and the panel length beyond which global (i.e. Euler type) buckling governs</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Engineering</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Engineering, general</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ingenieurwissenschaften</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Thierauf, Georg</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1007/978-3-322-86307-2</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-2-STI</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-2-BAD</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">ZDB-2-STI_Archive</subfield></datafield><datafield tag="943" ind1="1" ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-027864960</subfield></datafield></record></collection> |
| id | DE-604.BV042429629 |
| illustrated | Not Illustrated |
| indexdate | 2024-12-20T17:10:59Z |
| institution | BVB |
| isbn | 9783322863072 9783528086732 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027864960 |
| oclc_num | 907125470 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-634 DE-92 DE-573 DE-706 DE-1046 DE-1047 |
| owner_facet | DE-91 DE-BY-TUM DE-634 DE-92 DE-573 DE-706 DE-1046 DE-1047 |
| physical | 1 Online-Ressource (197S.) |
| psigel | ZDB-2-STI ZDB-2-BAD ZDB-2-STI_Archive |
| publishDate | 1981 |
| publishDateSearch | 1981 |
| publishDateSort | 1981 |
| publisher | Vieweg+Teubner Verlag |
| record_format | marc |
| spellingShingle | Murray, Noel W. Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten Engineering Engineering, general Ingenieurwissenschaften |
| title | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten |
| title_auth | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten |
| title_exact_search | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten |
| title_full | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten von Noel W. Murray, Georg Thierauf |
| title_fullStr | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten von Noel W. Murray, Georg Thierauf |
| title_full_unstemmed | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten von Noel W. Murray, Georg Thierauf |
| title_short | Tables for the Design and Analysis of Stiffened Steel Plates / Entwurfs- und Berechnungstabellen für ausgesteifte Stahlplatten |
| title_sort | tables for the design and analysis of stiffened steel plates entwurfs und berechnungstabellen fur ausgesteifte stahlplatten |
| topic | Engineering Engineering, general Ingenieurwissenschaften |
| topic_facet | Engineering Engineering, general Ingenieurwissenschaften |
| url | https://doi.org/10.1007/978-3-322-86307-2 |
| work_keys_str_mv | AT murraynoelw tablesforthedesignandanalysisofstiffenedsteelplatesentwurfsundberechnungstabellenfurausgesteiftestahlplatten AT thieraufgeorg tablesforthedesignandanalysisofstiffenedsteelplatesentwurfsundberechnungstabellenfurausgesteiftestahlplatten |