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Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 173:440-457
In order to overcome common problems such as low stiffness, insufficient ductility and enormous residual displacements in beam–column connections, a steel beam–column connection equipped with high-strength strands was developed. These so-called p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bc98387b18ce1fca0b0354c818c2c1b
https://doi.org/10.1680/jstbu.17.00130
https://doi.org/10.1680/jstbu.17.00130
