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| Avtorstvo: |
Peter GAŠPERŠIČ // 1.01 Izvirni znanstveni članek
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| 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 |
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Vpisal 2001/08/08 19:56
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