Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications.
A refined component model is proposed to predict the inelastic monotonic response of exterior and interior beam-to-column joints for partial-strength composite steel?concrete moment-resisting frames. The joint typology is designed to exhibit ductile seismic response through plastic deformation devel...
| Publicado no: | Earthquake engineering & structural dynamics. 36, 1 (2007). |
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| Autor principal: | |
| Formato: | Artigo |
| Idioma: | English |
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