Articolo in rivista, 2020, ENG, 10.1061/(ASCE)AE.1943-5568.0000374
Laccone F.; Louter C.; Froli M.
Department of Energy, Systems, Territory, and Construction Engineering, University of Pisa, Pisa, Italy and CNR-ISTI, Pisa, Italy; Faculty of Architecture and the Built Environment, TU Delft, Delft, The Netherlands; Department of Energy, Systems, Territory, and Construction Engineering, University of Pisa, Pisa, Italy
Glass exhibits brittle failure behavior. Therefore, redundancy is a fundamental design requirement when using glass as a main structural material. On this basis, a novel structural concept has been developed for hybrid glass-steel posttensioned triangulated structures, where the two materials collaborate. In forming such lattice structure, local fracture must be avoided. This paper presents a parametric study that highlights the influences of mechanical and geometrical parameters on the in-plane and out-of-plane static behaviour of laminated triangular glass panels. The resulting data set constitutes a useful source for the designer to select the most appropriate component. The main sensitivity parameters are panel length, laminate thickness, and interlayer stiffness.
Journal of architectural engineering
Structural glass, Hybrid glass-steel structure, Triangular glass pane, Tetrahelix, Buckling, Long-spanned, Posttensioning.
ISTI – Istituto di scienza e tecnologie dell'informazione "Alessandro Faedo"
ID: 410205
Year: 2020
Type: Articolo in rivista
Creation: 2019-11-21 09:44:09.000
Last update: 2021-01-12 10:36:12.000
CNR authors
External links
OAI-PMH: Dublin Core
OAI-PMH: Mods
OAI-PMH: RDF
DOI: 10.1061/(ASCE)AE.1943-5568.0000374
URL: https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29AE.1943-5568.0000374
External IDs
CNR OAI-PMH: oai:it.cnr:prodotti:410205
DOI: 10.1061/(ASCE)AE.1943-5568.0000374
Scopus: 2-s2.0-85074240803
ISI Web of Science (WOS): 000507888500002