Table 1 Properties of bridge piers (Yeh and Mo 1999).
From: Fiber Beam Analysis of Reinforced Concrete Members with Cyclic Constitutive and Material Laws
Specimen name | \(f_{c}^{'}\) (MPa) | Length (mm) | Longitudinal reinforcement | Transverse reinforcement | ||||
|---|---|---|---|---|---|---|---|---|
Dia. (mm) | fy (MPa) | fsu (MPa) | Dia. (mm) | fy (MPa) | Spacing (mm) | |||
PS1 | 34.0 | 6500 | 22 | 460.0 | 647.0 | 13 | 343.0 | 80 |
PI1 | 4500 | 10 | 510.0 | 120 | ||||
PI2 | 32.0 | 3500 | 418.2 | 626.5 | 10 | 420.0 | 200 | |