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Modern and innovative architectural applications are frequently associated to the structural use of glass beams and panels. Such brittle elements are in fact largely adopted to sustain in-plane or out-of-plane loads (e.g. columns, stiffeners, stairs, etc.). However, due to their typical slenderness, they could be affected by stability problems. Because of these reasons, accurate investigations should be dedicated to the analysis of their buckling response. In the paper, simple analytical formulations are proposed to study the load bearing capacity of in-plane loaded 2-layer laminated glass columns and panels. Comparisons with numerical simulations are proposed to validate the analytical models. At last, useful formulations are suggested also for the buckling verification of in-plane compressed 3-layer laminated glass elements.
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