A study on using wide-flange section web under out-of-plane flexure for passive energy dissipation.
It is not common to purposely subject the web of wide-flange or I-sections to out-of-plane bending. However, yielding the web under this loading condition can be a stable source of energy dissipation as the transition at the corner from the web to the flanges is smooth and weld-free; this prevents s...
| Cyhoeddwyd yn: | Earthquake engineering & structural dynamics. 40, 5 (2011). |
|---|---|
| Prif Awdur: | |
| Fformat: | Erthygl |
| Iaith: | English |
| Pynciau: |