Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Precast-prestressed concrete bridges -- 6. Test of half-scale highway bridge continuous over two spans
Experimental investigation of behavior when subject to loads at and above service load; behavior conformed closely to calculations based on elastic theory; lateral distribution of loads was in close agreement with Guyon-Massonnet theory; data on punching shear strength of reinforced concrete deck slabs.
Precast-prestressed concrete bridges -- 6. Test of half-scale highway bridge continuous over two spans
Experimental investigation of behavior when subject to loads at and above service load; behavior conformed closely to calculations based on elastic theory; lateral distribution of loads was in close agreement with Guyon-Massonnet theory; data on punching shear strength of reinforced concrete deck slabs.
Precast-prestressed concrete bridges -- 6. Test of half-scale highway bridge continuous over two spans
Portland Cement Assn -- Research Development Laboratories -- J
Mattock, A.H. (Autor:in) / Kaar, P.H. (Autor:in)
1961
41 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Continuous precast-prestressed concrete bridges
Engineering Index Backfile | 1960
|Continuous precast-prestressed concrete bridges
Engineering Index Backfile | 1960
|Design of continuous highway bridges with precast, prestressed concrete girders
Engineering Index Backfile | 1969
|Prestressed concrete bridge spans Humptulips river
Engineering Index Backfile | 1953