Glass-steel triangulated structures: parametric nonlinear finite-element analysis of in-plane and out-of-plane structural response of triangular laminated glass panels

Autor: Christian Louter, Francesco Laccone, Maurizio Froli

Publikováno v: Journal of architectural engineering (2020). doi:10.1061/(ASCE)AE.1943-5568.0000374
info:cnr-pdr/source/autori:Laccone F.; Louter C.; Froli M./titolo:Glass-steel triangulated structures: parametric nonlinear finite-element analysis of in-plane and out-of-plane structural response of triangular laminated glass panels/doi:10.1061%2F(ASCE)AE.1943-5568.0000374/rivista:Journal of architectural engineering/anno:2020/pagina_da:/pagina_a:/intervallo_pagine:/volume

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 trian

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15588b38f4c6a635facf074dc2d9168d
https://ascelibrary.org/doi/abs/10.1061/(ASCE)AE.1943-5568.0000374

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