Table 2 Summary of models used in study.
From: Challenges in Evaluating Seismic Collapse Risk for RC Buildings
Model | Beam–column element type | Description |
|---|---|---|
FS02 | Fiber section | Steel reinforcing bars are modeled using the “Steel02” material in OpenSees |
FS02-M | Model FS02 described is enhanced with failure constraints | |
FHYS | Reinforcing bars are modeled using the “Hysteretic” material in OpenSees | |
FHYS-M | Failure constraints are added to the above-referenced FHYS model | |
SPR | Concentrated plasticity | The sectional response is simulated using rotational springs |
SPR-M | Failure constraints are added to the rotational springs defined above |