Glass-Steel Triangulated Structures: Parametric Nonlinear Finite-Element Analysis of In-Plane and Out-of-Plane Structural Response of Triangular Laminated Glass Panels

AbstractGlass 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 ...

[1]  D Antolinc,et al.  Simulation of earthquake load imposed on timber-glass composite shear wall panel , 2013 .

[2]  Bernhard Weller,et al.  Testing for individual approval of a vault roof with in-plane loades glass panes , 2009 .

[3]  Oliver Englhardt,et al.  Hybrid glass structures for building skins – actions and requirements , 2013 .

[4]  Miroslav Premrov,et al.  Racking resistance of timber-glass wall elements using different types of adhesives , 2015 .

[5]  Chiara Bedon,et al.  Finite-element analysis of post-tensioned SG-laminated glass beams with mechanically anchored tendons , 2016 .

[6]  Maurizio Froli,et al.  The TVT Glass Pavilion: Theoretical Study on a Highly Transparent Building Made with Long-Spanned TVT Portals Braced with Hybrid Glass-Steel Panels , 2017 .

[7]  P. Watts.  Connections , 1994 .

[8]  Paul A. Kremer,et al.  Seismic Behavior of Curtain Walls Containing Insulating Glass Units , 2003 .

[9]  Ye Jihong,et al.  A New Type of Structure: Glass Cable Truss , 2015 .

[10]  Frank Wellershoff.  Nutzung der Verglasung zur Aussteifung von Gebäudehüllen , 2006 .

[11]  Maurizio Froli,et al.  Glass Tensegrity Trusses , 2010 .

[12]  Jan Belis,et al.  Experimental investigation of multi-span post-tensioned glass beams , 2017 .

[13]  Jan Belis,et al.  Numerical investigation of two-sided reinforced laminated glass beams in statically indeterminate systems , 2016 .

[14]  Stephen R. Ledbetter,et al.  Structural Use of Glass , 2006 .

[15]  Thomas Wever,et al.  Glass-reinforced steel structures , 2016 .

[16]  Maurizio Froli,et al.  The energy gallery: a pilot project in Pisa , 2014 .

[17]  Jan Belis,et al.  On the size and shape of initial out-of-plane curvatures in structural glass components , 2011 .

[18]  M. Froli,et al.  A 12 meter long segmented post-tensioned steel-glass beam (TVT Gamma) , 2014 .

[19]  Maurizio Froli,et al.  Static Concept for Long-Span and High-Rise Glass Structures , 2018 .

[20]  Bernhard Weller,et al.  Post-Tensioned Glass Beams for a 9 m Spannglass Bridge , 2016 .

[21]  Jan Belis,et al.  Structural response of SG-laminated reinforced glass beams; experimental investigations on the effects of glass type, reinforcement percentage and beam size , 2012 .

[22]  Jean-Paul Lebet,et al.  Exploratory experimental investigations on post-tensioned structural glass beams , 2013 .

[23]  Robby Caspeele,et al.  Development of composite glass beams: a review , 2015 .

[24]  Simon D. Guest,et al.  Investigation of a double-layer tensegrity glazing system , 2012 .

[25]  Sakinah,et al.  Vol. , 2020, New Medit.

[26]  Chiara Bedon,et al.  Finite Element analysis of post-tensioned SG-laminated glass beams with adhesively bonded steel tendons , 2017 .

[27]  Jan Belis,et al.  Load-carrying behaviour of interrupted statically indeterminate reinforced laminated glass beams , 2016 .

[28]  van F Frans Herwijnen,et al.  Glass panes acting as shear wall , 2007 .

[29]  Bernhard Weller,et al.  Transparentes Raumstabwerk über dem Innenhof des Berliner Reichstagspräsidentenpalais , 2010 .

[30]  Aldina Santiago,et al.  Behaviour of laminated glass beams reinforced with pre‐stressed cables , 2014 .

[31]  Claudio Amadio,et al.  Buckling of Laminated Glass Elements in Compression , 2011 .

[32]  R. Fuller,et al.  Synergetics: Explorations in the Geometry of Thinking , 1975 .

[33]  Robby Caspeele,et al.  Development of Reinforced and Posttensioned Glass Beams: Review of Experimental Research , 2016 .

[34]  Maurizio Froli,et al.  HYGLASS: Design Proposal for an Integrated Multifunctional Hybrid Glass-Steel Structure , 2018 .

[35]  C. Louter,et al.  Post-Tensioned Glass Beams , 2006 .