Stahlbau 2 - neues Buch

EAN (ISBN-13): 9783322801678
ISBN (ISBN-10): 3322801675
Gebundene Ausgabe
Taschenbuch
Erscheinungsjahr: 20120731
Herausgeber: Vieweg+Teubner Verlag Core >1
428 Seiten
Gewicht: 0,709 kg
Sprache: deu

Buch in der Datenbank seit 2008-06-17T20:47:07+02:00 (Berlin)
Detailseite zuletzt geändert am 2024-03-05T20:28:28+01:00 (Berlin)
ISBN/EAN: 3322801675

ISBN - alternative Schreibweisen:
3-322-80167-5, 978-3-322-80167-8
Alternative Schreibweisen und verwandte Suchbegriffe:
Autor des Buches: lohs, wolfram lohse, lohß
Titel des Buches: stahlbau, lohse 1902 1988

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Daten vom Verlag:

Autor/in: Wolfram Lohse
Titel: Stahlbau 2
Verlag: Vieweg+Teubner Verlag; Vieweg & Teubner
420 Seiten
Erscheinungsjahr: 2012-01-28
Wiesbaden; DE
Gedruckt / Hergestellt in Niederlande.
Sprache: Deutsch
46,26 € (DE)

BC; Hardcover, Softcover / Technik/Bautechnik, Umwelttechnik; Hochbau und Baustoffe; Verstehen; Ingenieurbau und Umwelttechnik; Bemessungsregel; Beultheorie; Fachwerk; Fachwerkträger; Grundlagen; Kranbahn; Lohse; Rahmentragwerk; Regelwerk; Stahlbau; Tragelement; Verbundkonstruktion; Vollwandträger; Light-weight Construction, Steel and Timber Construction; BB

Zahlreiche Beispiele demonstrieren die Vorgehensweise bei der Anwendung der derzeitig gültigen Regelwerke. Es wird stets versucht, Sinn und Zweck einer rechnerischen oder konstruktiven Maßnahme deutlich werden zu lassen. Dies kann eine gute Hilfestellung für ähnlich gelagerte Fälle sein. In diesem Sinne ist das Buch sehr empfehlenswert." 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Beultheorie ebener Rechteckplatten.- 2.1 Allgemeines.- 2.2 Die lineare Beultheorie und ihre Gültigkeitsgrenze.- 2.3 Plattenbeulnachweise nach DIN 18800-3.- 2.4 Beispiele.- 3 Fachwerke, Fachwerkträger.- 3.1 Fachwerksysteme.- 3.2 Fachwerkstäbe.- 3.3 Fachwerke mit offenen oder zusammengesetzten Querschnitten.- 3.4 Fachwerke aus Rund- und Rechteckrohren.- 3.5 Unterspannte Träger.- 4 Kranbahnen.- 4.1 Allgemeines.- 4.2 Krane — Einteilung und Begriffe.- 4.3 Kranschienen — Formen, Befestigung und Stöße.- 4.4 Kranbahnträger, konstruktive Gestaltung.- 4.5 Berechnungsgrundlagen für Kranbahnträger.- 4.6 Berechnungsbeispiele.- 4.7 Kranbahnauflagerungen, Stützen, Verbände.- 4.8 Neuere Entwicklungen in der Normung.- 5 Dauerfestigkeit und Betriebsfestigkeit.- 5.1 Das Verhalten der Stähle bei dynamischer Beanspruchung.- 5.2 Betriebsfestigkeit.- 5.3 Der Betriebsfestigkeitsnachweis für Kranbahnen.- 5.4 Nachweis der Werkstoffermüdung nach Eurocode 3.- 5.5 Neuere Entwicklungen in der Normung.- 6 Rahmentragwerke.- 6.1 Allgemeines, Systeme und Querschnitte.- 6.2 Berechnungsgrundlagen (DIN 18800-2).- 6.3 Rahmenecken.- 6.4 Rahmenfuße.- 7 Tragelemente mit dünnwandigen Querschnittsteilen.- 7.1 Allgemeines.- 7.2 Druckstäbe und Biegeträger mit dünnwandigen Querschnittsteilen.- 7.3 Träger mit schlanken Stegen und Quersteifen.- 8 Verbundkonstruktionen des Hochbaus nach EC 4.- 8.1 Allgemeines.- 8.2 Werkstoffe.- 8.3 Allgemeine Bemessungsgrundlagen.- 8.4 Verbundträger.- 8.5 Verbundstützen.- 8.6 Konstruktive Hinweise.- 8.7 Bemessung von Verbundkonstruktionen im Brandfall.- Normen und Richtlinien, Literatur.";}}}i:1;a:2:{s:4:"NAME";s:11:"TextContent";s:5:"CHILD";a:3:{i:0;a:2:{s:4:"NAME";s:8:"TextType";s:5:"CDATA";s:2:"06";}i:1;a:2:{s:4:"NAME";s:15:"ContentAudience";s:5:"CDATA";s:2:"03";}i:2;a:3:{s:4:"NAME";s:4:"Text";s:5:"ATTRS";a:1:{s:10:"textformat";s:2:"06";}s:5:"CDATA";s:383:"Zahlreiche Beispiele demonstrieren die Vorgehensweise bei der Anwendung der derzeitig gültigen Regelwerke. 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Antonio di Padova; Kap Milazzo; Sizilien; Kalender; Vulkan; Aetna; Maletto; Ätna; Kathedrale; Santa Maria delle Colonne; Syrakus; Piazza Armerina; Dioskurentempel; Tal der Tempel; Agrigent; Concordia Tempel; Agrigento; Scala dei Turchi; Realmonte; Kreidefelsen; tuerkische Treppen; Herakles-Tempel; Tempel C; Akropolis; Selinunt; Selinunte; Herakles Tempel; griechischer Tempel; Tempio di Ercole; Sonnenuntergang; Birgi Vecchi; Golfo di Bonnagia; Monte Cofano; Erice; Theater; Segesta; Castellammare del Golfo; Kalender; PC; PC; PC; PC; PC; PC; PC; PC; PC; PC; PC; PC 235 ger 20.20 EUR 297 210 7 DE 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