titoli, abstracts, parole chiave >>>
Influence of the connection modelling on the seismic behaviour of crosslam timber buildings

Sustersic, Iztok and Dujic, Bruno and Fragiacomo, Massimo (2014) Influence of the connection modelling on the seismic behaviour of crosslam timber buildings. In: Aicher, Simon and Reinhardt, Hans-Wolf and Garrecht, Harald (eds). Materials and joints in timber structures: recent developments of technology. Dordrecht [etc.], Springer Netherlands. p. 677-687. (RILEM Bookseries, 9). ISSN 2211-0844. ISBN 978-94-007-7810-8. eISBN 978-94-007-7811-5. Book Section.

Full text not available from this repository.

DOI: 10.1007/978-94-007-7811-5_61

Abstract

The paper investigates the influence of modelling different types of connections in multi-storey cross-laminated timber buildings. The importance of modelling the connection flexibility in the prediction of the natural vibration periods and the base shear force of a crosslam building is demonstrated using linear-dynamic analysis. The building’s global ductility and peak ground acceleration were compared using non-linear static and dynamic analyses, demonstrating that the former may lead to non-conservative result. The effect of gravity loads does not seem to be crucial in the analyses, whereas including friction in the model leads to a lower seismic response of the structure. This beneficial influence may however be reduced by the vertical component of the seismic acceleration, not considered in this study.

Item Type:Book Section
ID Code:10521
Status:Published
Uncontrolled Keywords:Cross-laminated timber, multi-storey buildings, seismic design
Subjects:Area 08 - Ingegneria civile e Architettura > ICAR/09 Tecnica delle costruzioni
Area 08 - Ingegneria civile e Architettura > ICAR/09 Tecnica delle costruzioni
Divisions:001 Università di Sassari > 01-a Nuovi Dipartimenti dal 2012 > Architettura, Design e Urbanistica
Publisher:Springer Netherlands
ISSN:2211-0844
ISBN:978-94-007-7810-8
ISBN:978-94-007-7811-5
Deposited On:04 Dec 2014 13:11

I documenti depositati in UnissResearch sono protetti dalle leggi che regolano il diritto d'autore

Repository Staff Only: item control page