A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
On deflection stability of two-span continuous girder bridges under variable repeated loads
Arbitrary combinations of concentrated load and uniformly distributed live and dead loads are used for modification of variable repeated loads on bridges; relationship between ultimate loads and shake-down loads against span length and dead weight ratio; comparison of deflection of bridges due to ultimate and shake-down loads; plastic hinge locations due to ultimate and incremental loads; numerical results for four actual bridges are presented. (English summary)
On deflection stability of two-span continuous girder bridges under variable repeated loads
Arbitrary combinations of concentrated load and uniformly distributed live and dead loads are used for modification of variable repeated loads on bridges; relationship between ultimate loads and shake-down loads against span length and dead weight ratio; comparison of deflection of bridges due to ultimate and shake-down loads; plastic hinge locations due to ultimate and incremental loads; numerical results for four actual bridges are presented. (English summary)
On deflection stability of two-span continuous girder bridges under variable repeated loads
Japan Soc Civ Engrs -- Trans
Fukumoto, Y. (author) / Yoshida, H. (author)
1965
8 pages
Article (Journal)
English
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