Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Much time and study have been given to designing the floors of our railway bridges. Notwithstanding this, the floor is the most usual source of weakness to-day. In most cases this weakness is due to an insufficient depth from base of rail to clearance line. The grade line is usually placed so near extreme high water that there is not room for a properly designed floor.
Much time and study have been given to designing the floors of our railway bridges. Notwithstanding this, the floor is the most usual source of weakness to-day. In most cases this weakness is due to an insufficient depth from base of rail to clearance line. The grade line is usually placed so near extreme high water that there is not room for a properly designed floor.
Thin Floors for Bridges
Robinson, Albert F. (Autor:in)
Transactions of the American Society of Civil Engineers ; 27 ; 483-499
01.01.2021
171892-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Engineering Index Backfile | 1892
|Discussion on Thin Floors for Bridges
ASCE | 2021
|Discussion on Thin Floors for Bridges
ASCE | 2021
|Engineering Index Backfile | 1893
Engineering Index Backfile | 1948
|