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Adaptable and Reusable Double-Sided Beam-to-Beam Steel Joint
Cita
Jankovic, Neda, Ljubinkovic, Filip 
ORCID: https://orcid.org/0000-0002-7006-7652, Conde Conde, Jorge ORCID: https://orcid.org/0000-0002-5633-1170 and Simões da Silva, Luís ORCID: https://orcid.org/0000-0001-5225-6567
(2025).
Adaptable and Reusable Double-Sided Beam-to-Beam Steel Joint.
En: "XV Congresso de Construção Metálica e Mista e I Congresso de Engenharia de Fachadas", 20-21 novembro de 2025, Super Bock Arena, Porto. ISBN 978-989-35292-3-2. pp. 531-540.
ORCID: https://orcid.org/0000-0002-7006-7652, Conde Conde, Jorge ORCID: https://orcid.org/0000-0002-5633-1170 and Simões da Silva, Luís ORCID: https://orcid.org/0000-0001-5225-6567
(2025).
Adaptable and Reusable Double-Sided Beam-to-Beam Steel Joint.
En: "XV Congresso de Construção Metálica e Mista e I Congresso de Engenharia de Fachadas", 20-21 novembro de 2025, Super Bock Arena, Porto. ISBN 978-989-35292-3-2. pp. 531-540.
Descripción
| Título: | Adaptable and Reusable Double-Sided Beam-to-Beam Steel Joint |
|---|---|
| Autor/es: |
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| Tipo de Documento: | Ponencia en Congreso o Jornada (Artículo) |
| Título del Evento: | XV Congresso de Construção Metálica e Mista e I Congresso de Engenharia de Fachadas |
| Fechas del Evento: | 20-21 novembro de 2025 |
| Lugar del Evento: | Super Bock Arena, Porto |
| Título del Libro: | Atas do XV Congresso de Construção Metálica e Mista e I Congresso de Engenharia de Fachadas |
| Fecha: | Noviembre 2025 |
| ISBN: | 978-989-35292-3-2 |
| Materias: | |
| ODS: | |
| Palabras Clave Informales: | reusable structures, demountable connections, adaptable connections, moment-resisting joints |
| Escuela: | E.T.S. Arquitectura (UPM) |
| Departamento: | Estructuras y Física de Edificación |
| Licencias Creative Commons: | Ninguna |
Resumen
With growing demands for sustainability and circularity in the construction sector, enhancing the reusability of steel components has become a key priority. The European CON-NECT4C project addresses this challenge by developing innovative, adaptable steel compo-nents that enable flexible and reusable structural systems. This paper investigates newly devel-oped moment-resisting double-sided beam-to-beam steel joints, focusing on the preparation of the experimental campaign and a preliminary numerical study. The aim is to assess the joint’s moment resistance, rotational stiffness, ductility, deformation capacity, and failure mecha-nisms
Más información
| ID de Registro: | 92538 |
|---|---|
| Identificador DC: | https://oa.upm.es/92538/ |
| Identificador OAI: | oai:oa.upm.es:92538 |
| URL Portal Científico: | https://portalcientifico.upm.es/es/ipublic/item/10427492 |
| URL Oficial: | https://congresso15.cmm.pt/en/proceedings/ |
| Depositado por: | Sr Jorge Conde |
| Depositado el: | 30 Dic 2025 20:46 |
| Ultima Modificación: | 30 Dic 2025 20:46 |
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