Transparency in Structural Glass Systems Via Mechanical, Adhesive, and Laminated Connections ‐ Existing Research and Developments
暂无分享,去创建一个
[1] R. Howland,et al. On the Stresses in the Neighbourhood of a Circular Hole in a Strip under Tension , 1930 .
[2] Mauro Overend,et al. A critical flaw size approach for predicting the strength of bolted glass connections , 2013 .
[3] Yue Wu,et al. Working Mechanism of Single-Layer Cable Net Supported Glass Curtain Walls , 2007 .
[4] R. A. Saada,et al. Experimental investigation of the time-dependent dry frictional behaviour of glass and aluminium , 2004 .
[5] A. Nussbaumer,et al. Laminated connections for structural glass components: a full-scale experimental study , 2017 .
[7] Claudio Amadio,et al. Exploratory numerical analysis of two-way straight cable-net façades subjected to air blast loads , 2014 .
[8] Daniel Honfi,et al. Glass structures – learning from experts , 2013 .
[9] Claudio Amadio,et al. A Unified Approach for the Shear Buckling Design of Structural Glass Walls with Non-Ideal Restraints , 2016 .
[10] Claudio Amadio,et al. Enhancement of the seismic performance of multi-storey buildings by means of dissipative glazing curtain walls , 2017 .
[11] T. Bristogianni,et al. The construction of the Crystal Houses façade: challenges and innovations , 2018 .
[12] Mauro Overend,et al. Structural Performance of Bolted Connections and Adhesively Bonded Joints in Glass Structures , 2013 .
[13] A. Wolf,et al. Preliminary Evaluation of the Mechanical Properties and Durability of Transparent Structural Silicone Adhesive (TSSA) for Point Fixing in Glazing , 2011 .
[14] Jihong Ye,et al. Nonlinear response spectra of cable net facades , 2012 .
[15] J. Belis,et al. Failure mechanisms and residual capacity of annealed glass/SGP laminated beams at room temperature , 2009 .
[16] Maurizio Froli,et al. Equivalent-Design Crack Model for Structural Glass Elements , 2014 .
[18] Qi-Chang He,et al. A coupled experimental and numerical approach to the integrity of friction-grip connections in glass structures , 2007 .
[19] David Duerr,et al. Pinned Connection Strength and Behavior , 2006 .
[20] Chiara Bedon,et al. Exploratory numerical analysis of SG-laminated reinforced glass beam experiments , 2014 .
[21] J Ludwig. Tottenham Court Road Station – Plaza entrances structures and buildings – “structural glass” , 2014 .
[22] Jan Belis,et al. Durability of adhesive glass-metal connections for structural applications , 2016 .
[24] Nelson Lam,et al. Analytical study of point fixed glass façade systems under monotonic in-plane loading , 2016 .
[25] Nelson Lam,et al. In-Plane Drift Capacity of Contemporary Point Fixed Glass Facade Systems , 2014 .
[26] Claudio Amadio,et al. Experimental and Numerical Analysis of a Glass-to-Steel Joint , 2008 .
[27] G. Rosati,et al. Progressive damage and fracture of laminated glass beams , 2010 .
[28] J. Yvonnet,et al. The tempering of glass and the failure of tempered glass plates with pin-loaded joints : Modelling and simulation , 2008 .
[30] Jan Belis,et al. Durability of SG-laminated reinforced glass beams: effects of temperature, thermal cycling, humidity and load-duration , 2012 .
[31] Laurent Daudeville,et al. Point fixings in annealed and tempered glass structures: Modeling and optimization of bolted connections , 2009 .
[32] Martien Teich,et al. Folded plate structures made of glass laminates: a proposal for the structural assessment , 2016 .
[33] W. MacKnight,et al. The structure and properties of ionomers , 1981 .
[34] Alain Nussbaumer,et al. The mechanical behaviour of SentryGlas$$^{\circledR }$$® ionomer and TSSA silicon bulk materials at different temperatures and strain rates under uniaxial tensile stress state , 2016 .
[35] Jan Belis,et al. Coupled experimental and numerical investigation of structural glass panels with small slenderness subjected to locally introduced axial compression , 2010 .
[36] A. V. Avdelas,et al. Point fixed glazing systems: technological and morphological aspects , 2004 .
[37] Qi-Chang He,et al. Closed-form solution for the contact problem of reinforced pin-loaded joints used in glass structures , 2007 .
[38] Yu Wang,et al. Effects of fixing point positions on thermal response of four point-supported glass façades , 2014 .
[39] Yu Wang,et al. Fracture behavior of a four-point fixed glass curtain wall under fire conditions , 2014 .
[40] M. Overend,et al. Adhesively-bonded GFRP-glass sandwich components for structurally efficient glazing applications , 2017 .
[41] Jan Knippers,et al. Ganzglastreppe mit transparenten SGP‐Klebeverbindungen – Konstruktion und statische Berechnung , 2007 .
[42] W. Lynn Beason,et al. Glass Failure Prediction Model , 1984 .
[43] Jonas Dispersyn,et al. Numerical research on stiff adhesive point-fixings between glass and metal under uniaxial load , 2016 .
[44] A. Eisenberg,et al. Polyelectrolytes and ionomers , 1990 .
[45] Ruo-qiang Feng,et al. Dynamic performance of cable net facades , 2009 .
[46] Alain Nussbaumer,et al. Laminated connections for structural glass applications under shear loading at different temperatures and strain rates , 2016 .
[47] D. D'haese,et al. Investigation of a friction-grip connection in laminated glass , 2016 .