A platform for research: civil engineering, architecture and urbanism
Prestressed concrete railway bridges; formula is given for dynamic safety factor which should be applied in designing such bridges, and maximum values of admissible stresses are listed for concretes of different qualities; cross sections and main characteristics of standardized railway bridge elements developed in Czechoslovakia, Soviet Union, Japan, United States, and Germany are described; examples are given of several important monolithic prestressed concrete railway bridges built in Europe and Japan.(n 4 Apr 1967 p 303-10, n 6 June p 496-503)
Prestressed concrete railway bridges; formula is given for dynamic safety factor which should be applied in designing such bridges, and maximum values of admissible stresses are listed for concretes of different qualities; cross sections and main characteristics of standardized railway bridge elements developed in Czechoslovakia, Soviet Union, Japan, United States, and Germany are described; examples are given of several important monolithic prestressed concrete railway bridges built in Europe and Japan.(n 4 Apr 1967 p 303-10, n 6 June p 496-503)
Les ponts-rails en beton precontraint
Les ponts-rails en beton precontraint
Klimes, J. (author)
Genie Civil ; 144
1967
Article (Journal)
French
© Metadata Copyright Elsevier B. V. All rights reserved.
Construction par encorbellement des ponts en beton precontraint
UB Braunschweig | 1979
|Construction par encorbellement des ponts en beton precontraint
TIBKAT | 1979
|Les ponts a poutres et les ponts dalle en beton precontraint
Engineering Index Backfile | 1966
|UB Braunschweig | 1944
|