A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Continuity of prestressed concrete girders under ultimate load conditions
Discussion of possibilities of accident-proof continuity connection of precast/prestressed concrete beams, with reference to erection of storage and warehouse for automotive parts distribution center in New England; basic considerations that went into design of connection are outlined; it is shown how precast concrete structural system using individual parts and beams designed for simple spans, can obtain additional advantages of continuous system under ultimate conditions.
Continuity of prestressed concrete girders under ultimate load conditions
Discussion of possibilities of accident-proof continuity connection of precast/prestressed concrete beams, with reference to erection of storage and warehouse for automotive parts distribution center in New England; basic considerations that went into design of connection are outlined; it is shown how precast concrete structural system using individual parts and beams designed for simple spans, can obtain additional advantages of continuous system under ultimate conditions.
Continuity of prestressed concrete girders under ultimate load conditions
Prestressed Concrete Inst -- J
Firnkas, S. (author)
1962
10 pages
Article (Journal)
English
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Ultimate limit state of concrete girders prestressed with unbonded tendons
| UB Braunschweig | 1993
Ultimate limit state of concrete girders prestressed with unbonded tendons
| UB Braunschweig | 1993
Ultimate limit state of concrete girders prestressed with unbonded tendons
| UB Braunschweig | 1993