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Warianty tytułu
Języki publikacji
Abstrakty
Many bridges in The Netherlands are meanwhile 40-50 years old. Those bridges have been designed according to old design codes, which do not reflect the state of the art of today anymore. Moreover, the traffic loads have been increased substantially. If those bridges are recalculated according to modern design codes they often do not fulfill the safety standards. In spite of that, those bridges mostly do not show significant distress, which denies the results of the analysis. Obviously there are hidden reserves in bearing capacity. To detect and quantify these is an important task.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
10--15
Opis fizyczny
Bibliogr. 6 poz., rys., tab.
Twórcy
autor
- Delft University of Technology The Netherlands, J.C.Walraven@tudelft.nl
Bibliografia
- [1] Rodrigues V., Muttoni A., Olivier O., Ort L.: Large Scale Tests on Bridge Cantilevers Subjected to Traffic Loads, Proceedings 2nd International fib Congress, June 5-8, 2006, Napels.
- [2] Ockleston A. J.: Load tests on a three storey reinforced concrete building in Johannesburg, The Structural Engineer, October 1955, Vol. 33, pp. 304-322.
- [3] Tong P.Y., Batchelor B. de V.: Compressive membrane action enhancement in two way bridge slabs, Cracking, Deflection and the Ultimate Load of Concrete Slab Systems, SP-30, ACI Detroit, 1971, pp. 271-286.
- [4] Taylor S. E., Rankin, B., Cleland, D. J., Kirkpatrick, J.: Serviceability of Bridge Deck Slabs with Arching Action, ACI Structural Journal, Jan-Feb 2007, pp. 39-48.
- [5] Reinhardt, H. W.: Meten en rekenen horen bij elkaar (Measuring and calculating belong together), Goodbye speech Delft University of Technology, 15. December 1988.
- [6] Fib SAG 5: Model Code for Concrete Structures 2010, first complete draft, fib Bulletins 55 and 56, 2010.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSW3-0088-0009
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