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Avtorstvo: Peter GAŠPERŠIČ // 1.01 Izvirni znanstveni članek
Leto: 1997
Citat: ITANI, Ahmad, GAŠPERŠIČ, Peter, SAIIDI, M. "Saiid". Response modification factors for seismic design of circular reinforced concrete bridge columns. ACI struct. j., 1997, vol. 94, no. 1, str. 23-30, graf. prikazi.
Povzetek: The response modification factors for circular reinforced concrete single column bridge bents were calculated for a wide range of periods based on three target values: the capacity to demand displacement, displacement ductility ratio, and longitudinal reinforcement ratio. The validity of using the ratio of capacity to demand displacements as a check in the column design process and the effect of confinement steel ratio on the response modification factors were also investgated
Tipologija: 1.01 Izvirni znanstveni članek
COBISS ID 314465 Polni zapis iz sistema COBISS
Vpisal 2001/08/08 19:56