Spider Intermodular Connection: An innovative connection solution for steel modular buildings

Aguayo Ortega, Ricardo, Conde Conde, Jorge ORCID: https://orcid.org/0000-0002-5633-1170, Santos, Ana Francisca ORCID: https://orcid.org/0000-0002-7448-8876, Simões da Silva, Luís ORCID: https://orcid.org/0000-0001-5225-6567, Andrade, David, Ljubinkovic, Filip ORCID: https://orcid.org/0000-0002-7006-7652 and Sabari, Sree (2025). Spider Intermodular Connection: An innovative connection solution for steel modular buildings. 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. 945-954.

Descripción

Título: Spider Intermodular Connection: An innovative connection solution for steel modular buildings
Autor/es:
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: Modular construction, demountable connections, finite element method
Escuela: E.T.S. Arquitectura (UPM)
Departamento: Estructuras y Física de Edificación
Licencias Creative Commons: Ninguna

Texto completo

[thumbnail of 92536.pdf] PDF (Portable Document Format) - Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (1MB)

Resumen

Modular construction systems face significant challenges in ensuring structural con-tinuity, particularly at inter-module joints where connection performance governs both local behaviour and global response. Within the framework of the R2U project, which fosters the industrialisation of modular construction in Europe, this study introduces the Spider inter-mod-ule connector, a prototype specifically designed to guarantee vertical continuity in stacked 3D steel modules with square hollow sections. A comprehensive full-scale experimental campaign was carried out to characterise the connector’s tensile response. Complementary finite element analyses were developed in Abaqus and calibrated against the experimental results, demonstrat-ing the role of the horizontal preload levels and internal blocking plates support conditions exert a decisive influence on the connection’s performance

Más información

ID de Registro: 92536
Identificador DC: https://oa.upm.es/92536/
Identificador OAI: oai:oa.upm.es:92536
URL Portal Científico: https://portalcientifico.upm.es/es/ipublic/item/10427491
URL Oficial: https://congresso15.cmm.pt/en/proceedings/
Depositado por: Sr Jorge Conde
Depositado el: 30 Dic 2025 20:41
Ultima Modificación: 30 Dic 2025 20:43