Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Evaluation of Live-Load Deflection Criteria for I-Shaped Steel Bridge Girders
The primary objective of this paper is to evaluate the influence of current AASHTO live-load deflection on the design of I-shaped Grade 345W (50W) and HPS 485W (70W) steel girders. Summary information pertaining to an extensive literature review as well as results of a parametric study is presented. Lastly, recommendations are presented regarding alternative serviceability limitations that more adequately control the vibration.
Evaluation of Live-Load Deflection Criteria for I-Shaped Steel Bridge Girders
The primary objective of this paper is to evaluate the influence of current AASHTO live-load deflection on the design of I-shaped Grade 345W (50W) and HPS 485W (70W) steel girders. Summary information pertaining to an extensive literature review as well as results of a parametric study is presented. Lastly, recommendations are presented regarding alternative serviceability limitations that more adequately control the vibration.
Evaluation of Live-Load Deflection Criteria for I-Shaped Steel Bridge Girders
Barth, Karl E. (Autor:in) / Roeder, Charles W. (Autor:in) / Christopher, Rachel A. (Autor:in) / Wu, Haiyong (Autor:in)
International Conference on High Performance Materials in Bridges ; 2001 ; Kona, Hawaii, United States
High Performance Materials in Bridges ; 193-208
05.09.2003
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Evaluation of Live-Load Deflection Criteria for I-Shaped Steel Bridge Girders
British Library Conference Proceedings | 2003
|Live load distribution in integral bridge girders
British Library Conference Proceedings | 2010
|Improved Live Load Deflection Criteria for Steel Bridges
NTIS | 2002
|Method to Compute Live-Load Distribution in Bridge Girders
Online Contents | 2011
|Method to Compute Live-Load Distribution in Bridge Girders
British Library Online Contents | 2011
|