Research Article
Design Criterion and a Technical Approach for the Controlled Seismic Behavior of Continuous Girder Bridges
Table 3
Deviation of mean value of third cycle yield state.
| | | Yield force (kN) | Yield displacement (mm) | Strength hardening coefficient (%) |
| | Design value | 250 | 30 | — | | Test value (±0.25 ∆d) | 184 | 27 | 14.1 | | Test value (±0.50 ∆d) | 227 | 35 | 5.7 | | Test value (±1.00 ∆d) | 268 | 37 | 2.5 | | Test value (average) | 226 | 33 | 7.4 | | Average deviation (%) | −9.5 | 10 | — |
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