Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Testing of New Bridge Rail and Transition Designs. Volume 11: Appendix J. 42-in (1.07-m) F-Shape Bridge Railing
A 42-in (1.07-m) high F-shape concrete parapet bridge railing was designed and tested to performance level three of the 1989 Guide Specifications for Bridge Railing. The parapet has a thickened section along the top to stiffen the top edge and enhance longitudinal distribution of the load. It was mounted on a 10-in (254-mm) simulated bridge deck overhang. Acceptable performance of the parapet was demonstrated.
Testing of New Bridge Rail and Transition Designs. Volume 11: Appendix J. 42-in (1.07-m) F-Shape Bridge Railing
A 42-in (1.07-m) high F-shape concrete parapet bridge railing was designed and tested to performance level three of the 1989 Guide Specifications for Bridge Railing. The parapet has a thickened section along the top to stiffen the top edge and enhance longitudinal distribution of the load. It was mounted on a 10-in (254-mm) simulated bridge deck overhang. Acceptable performance of the parapet was demonstrated.
Testing of New Bridge Rail and Transition Designs. Volume 11: Appendix J. 42-in (1.07-m) F-Shape Bridge Railing
C. E. Buth (Autor:in) / T. J. Hirsch (Autor:in) / W. L. Menges (Autor:in)
1997
66 pages
Report
Keine Angabe
Englisch
Bridge Deck Designs for Railing Impacts
NTIS | 1985
|Bridge Rail and Approach Railing for Low-Volume Roads in Iowa
British Library Online Contents | 2011
|