Abstract
A plastic-damage concrete constitutive model is used with reinforcing steel and bond-slip models for simulating the hysteretic behavior of reinforced concrete members. The numerical simulation using the present reinforced concrete model agrees well with the data from cyclic testing of a reinforced concrete column.
| Original language | English |
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| Pages | 199-202 |
| Number of pages | 4 |
| State | Published - 1999 |
| Event | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century - New Orleans, LA, USA Duration: 18 Apr 1999 → 21 Apr 1999 |
Conference
| Conference | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century |
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| City | New Orleans, LA, USA |
| Period | 18/04/99 → 21/04/99 |