Explicit dynamic modelling of architectural glazing subject to blast loading...375-384 Fragmentation of Heat-Strengthened Glass: Implications for Glass Not Conforming to ASTM C1048...331-340 Damping of Glass Structures and Components...341-350 Assessment and Management of Strength and Durability of Composite Glass Elements...351-362 Effect of Asymmetric Heat Transfer on Glass Deformations...279 - 286 Fracture Resistance, Surface Defects and Structural Strength of Glass...363-374 Elastic Strain Energy Release at Failure and its Consequence for Structural Glass Testing and Design...287-296 Corrosion effects on soda lime glass...385-394 The Integrated Approach to Structural Glass Safety Applied to Glass Beams...297-308 The strength of glass, hidden damage...395-404 Mechanical Modelling of In-Plane Loaded Glass Panes...309-318 Buckling resistance and buckling curves of pane-like glass columns with monolithic sections of heat strengthened and tempered glass...319-330 Glass Works...57-68 Cable-stayed glass façades - 15 years of innovation at the cutting edge...599-608 A New Façade Concept...645-654 Design of a Transparent Column in Glass and Steel...447-456 Mechanical Challenge of Frameless PV-Modules...515-522 The Cold Bent Glass Roof of the Victoria & Albert Museum, London...139-148 Structural Glass Observation Boxes (Willis Tower Ledge)...129-138 Curved Glass – Quality and Application...543-552 Design concept for bolted Glass...237-246 Development of a Super Slim Façade System for InHolland Polytechnic, Delft...655-664 Glass Floor Plate Design for Sustainable Building Operation...457-464 Structural Transparency – A New Wood Plastic Composite Girder...531-540 All-Glass Dome for Mosque in Haarlem...149-160 The Mansueto Library – Notes on a glazed steel grid shell from design to construction...179-186 The Development of Chinese Glass Buildings...585-594 North, South, East and West: The Environmental Approach to Transparent Design...619-626 Modern façade and roof constructions with photovoltaic panels...665-674 High Performance Laminated Glass...465-474 Design and Build of a Warped Tram Station Roof in Delft...73-82 Design and construction of an all glass cube for the Raaks project in Haarlem (NL)...161-168 Transparent Cubical Glass Building in Madrid...187-194 The ARoS Rainbow Panorama – Curved Glass as a Load Bearing Element...553-562 Analysis of bonded hybrid steel-glassbeams by small scale tests...247-256 Morphology systems for databases on buildings with curved façades...675-684 Glass-Honeycomb Composite Panels...475-484 Glass façade upper floor, exhibition stand TOYOTA, IAA 2005...83-92 Mass Glass Structures...169-178 Constructive, aesthetical and psychological criteria for glass roof design...609-616 Design of Glass for High, Short Duration Wind Loads...627-637 Structural Glass Fin Façade St. Davids Hall, Cardiff...685-694 Structural Behaviour of Hybrid Steel-Glass Beams...485-494 A New Double Glass-Steel Roof for an Auditorium in Cuneo...93-100 Design and Engineering of a Theatre Façade in Vlaardingen...195-204 Glass and the Presence of Nature...3-20 Segmented Barrel-Vaulted Glass Roof...563-572 Bonded Point-Supports: Understanding Today – Optimizing for the Future...257-266 Influence of Temperature on Post-Breakage Behaviour of Laminated Glass Beams : Experimental Approach...405-412 Experimental Research on Glass- Polycarbonate Beams...495-504 TKTS – Tilted Glass Bearing Walls and Glass Roof...101-109 All Glass Enclosure with Transparently Bonded Glass Frames...205-214 Tailoring Glass Properties: Why Chemical Composition and Thermal Treatments Matter...21-34 The Influence of the Edge Sealing in Curved Insulated Glass...573-582 A new Façade Concept for an Existing Office Building...637-644 Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme...425-434 Thermal Stability of Polymeric Interlayer Materials...505-514 All Transparent Conservation Scheme for the Menokin Ruins...109-117 Glass Bridges and Glass Walls...215-224 Opportunistic Glass...35-56 New Glass Design Approaches Developed During an Experimental Student Workshop...595-598 Experimental and Numerical Analysis of Glued Steel-Glass Joints...267-274 Structural Glass Beams with Embedded Glass Fibre Reinforcement...435-446 Glass-Steel Beams as Structural Members of Façades...523-531 Advances in the Use of Structural Glass...119-128 Design of a Single Span Nine Metre Long Glass Bridge...225-231

Challenging Glass Conference 2 was held 20 & 21 May 2010 at Delft University of Technology in the Netherlands. The conference was organised by Freek Bos (TU Delft), Christian Louter (TU Delft) and Fred Veer (TU Delft). The conference proceedings have been post-published by TU Delft Open. ISBN 978-90-8570-524-6