Stahlbau und Baustatik
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Stahlbau und Baustatik: Aktuelle Probleme

Stahlbau und Baustatik: Aktuelle Probleme

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e. r 11 10 9 8 7 6 5 4 3 2 Vorspannart 1 B.r.ichl r=, p 70. -4 10* 20* 30* 40* 50* 60* ill 0,1 0) 0.3 01< 0,6 Q9 1,1 \2 1,3 1,5 1,6 0.5 7 0.8 lJl 0. 'I< Abb.15. Kragbalken, Aufwandsdiagramm fUr J. ~ 1. -- Vorspannart 1, --- Vorspannart 1 (genahertes Ergebnis), -,-_.- Vorspannart 2 Entgegen del' Vermutung, daB Torsionsmomente M T g durch gegen- laufige Spannglieder in den breiten Platten von Brucken-Hohlkasten- querschnitten besonders wil'kungsvoll abgebaut werden konnen, zeigt sich, daB dies nicht del' Fall ist. Fuhl't man in einem rechteckigen Hohlquer- schnitt einmal gegenHiufige Spannglieder in den Stegen, das andere Mal in den Platten, so ist bei gleicher Vorspannkraft V in beiden Fallen das erzeugte Torsionsmoment M TV gleich. MTV=Kev)hb. Grengg u. a., Stahlbau 27 418 H. EGGER und W. ZELLNER: Wenn die Vorspannart I der Vorspannart 2 sogar liberlegen ist, so liegt das an del' "Reserve in del' Hohe", welche hier ausgenlitzt werden kann.

Table of Contents:
o. Prof. Dipl.-Ing. Dr. techn Hermann Beer.- o. Prof. Dr. techn. h. e. Dr.-Ing. Konrad Sattler.- Zur numerischen Lösung von linearen totalen Differentialgleichungen.- Über die maximale Länge der monolithischen Beläge für Straßen und Flugplätze.- Die Knickfestigkeit von Stäben mit örtlich verminderter Streckgrenze.- Die Knicklast des an den Gelenken seitlich gestützten Pendelstabes.- Zur vollständigen Berechnung von „orthotropen Platten“ im Stahlbau.- Die Tragfähigkeit metallischer Druckstäbe.- Théorie et Expérience.- Berücksichtigung der Krümmung von Stäben mit Vouten im Rahmen des Reduktionsverfahrens.- Der Einfluß von Eigenspannungen auf die Torsion dünnwandiger offener Profile.- Der Einfluß nichtidealer Lagerungsbedingungen auf das Schwingungsverhalten von Schalen.- Beitrag zur Berechnung von Platten, die durch Randträger verstärkt sind.- Der Einsatz von mechanischen und elektrischen Dehnungsmeßgeräten bei Ingenieurbauwerken.- Beitrag zur Berechnung von orthogonal anisotropen Scheiben.- Die dreiseitig gelagerte Rechteekplatte.- Die Haftlänge von Vorspannankern nach Rechnung und Versuch.- Hängebrücke mit Seildiagonalen.- Druckstöße in Servomotoren von Schnellschlußsehützen.- Die Theorie 2. Ordnung für den räumlich belasteten Stab mit dünnwandigem, offenem Querschnitt.- Über die mittragende Breite symmetrischer Kastenträger.- A Note an the Therrnoelastic Theory of Thin Shallow Shells.- Zur Berechnung räumlicher Rahmen nach Kani.- Zur Stabstabilität bei vorgegebener Ausweichform.- Zur Gültigkeit der Dreischübegleichungen in der Gelenksfaltwerkstheorie.- Zur Spanngliedführung in gekrümmten Balken.- Die Berechnung von Brückenplatten auf Grund der Theorie der linearen Reduktion von Flächentragwerken.


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Product Details
  • ISBN-13: 9783709181324
  • Publisher: Springer Verlag GmbH
  • Publisher Imprint: Springer Verlag GmbH
  • Height: 244 mm
  • No of Pages: 448
  • Returnable: N
  • Width: 170 mm
  • ISBN-10: 3709181321
  • Publisher Date: 19 Jan 2012
  • Binding: Paperback
  • Language: German
  • Returnable: Y
  • Sub Title: Aktuelle Probleme


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