Strain Rate Effects on a Ductile Moment Resisting Frame with RBS Connection Subjected to Seismic Ground Motions
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Bibliographic record
Abstract
A numerical study that considers strain rate dependency of material behaviour has been carried out to assess the performance of a ductile moment resisting frame (MRF) with reduced beam section (RBS) subjected to seismic ground motion. The structural components of an MRF can experience a significantly high rate of deformation during seismic ground motion, which can vary the mechanical properties of the steel. Hence, quasi-static material properties used in the design of steel structures are not representative of the material dynamic behaviour during an earthquake.
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Codex and Gemma teacher scores by category
| Category | Codex | Gemma |
|---|---|---|
| Metaresearch | 0.000 | 0.000 |
| Meta-epidemiology (narrow) | 0.001 | 0.000 |
| Meta-epidemiology (broad) | 0.000 | 0.000 |
| Bibliometrics | 0.000 | 0.000 |
| Science and technology studies | 0.000 | 0.000 |
| Scholarly communication | 0.000 | 0.000 |
| Open science | 0.000 | 0.000 |
| Research integrity | 0.000 | 0.001 |
| Insufficient payload (model declined to judge) | 0.000 | 0.000 |
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