A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
In the study of the ultimate moment modification of partially prestressed concrete (PPC) hyperstatic structures, the ultimate moment modification can be calculated theoretically according to the curvature ductility. At the same time, the moment modification is influenced by two factors: maximum crack width under service load, and time at which the first hinge takes place. At last, the formulae for calculating moment modification of PPC hyperstatic structures are offered.
In the study of the ultimate moment modification of partially prestressed concrete (PPC) hyperstatic structures, the ultimate moment modification can be calculated theoretically according to the curvature ductility. At the same time, the moment modification is influenced by two factors: maximum crack width under service load, and time at which the first hinge takes place. At last, the formulae for calculating moment modification of PPC hyperstatic structures are offered.
Study of moment modification of Partially Prestressed Concrete hyperstatic structures
Untersuchung der Veränderung des Biegemoments von hyperstatischen, partiell vorgespannten Betonkonstruktionen
Titel chinesisch
1999
6 Seiten, 5 Bilder, 5 Quellen
Article (Journal)
Unknown
New Plastic Design Model of Hyperstatic Prestressed Concrete Structures
| British Library Conference Proceedings | 2002
Fire-exposed hyperstatic concrete structures
| UB Braunschweig | 1973
Fire-exposed Hyperstatic Concrete Structures
| UB Braunschweig | 1973
Fire-exposed Hyperstatic Concrete Structures
| NTIS | 1973
Fire-exposed hyperstatic concrete structures
| TIBKAT | 1973