LEADER 06025nam 2200661Ia 450 001 9910819667703321 005 20200520144314.0 010 $a1-299-33315-X 010 $a1-61499-061-1 035 $a(CKB)2670000000261541 035 $a(EBL)1035217 035 $a(OCoLC)815391359 035 $a(SSID)ssj0000768653 035 $a(PQKBManifestationID)12324428 035 $a(PQKBTitleCode)TC0000768653 035 $a(PQKBWorkID)10766882 035 $a(PQKB)10098161 035 $a(MiAaPQ)EBC1035217 035 $a(Au-PeEL)EBL1035217 035 $a(CaPaEBR)ebr10607565 035 $a(CaONFJC)MIL464565 035 $a(EXLCZ)992670000000261541 100 $a20080822d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aChallenging glass$b[electronic resource] $econference on architectural and structural applications of glass$h3 /$fFaculty of Civil Engineering and Geosciences; Delft University of Technology; Freek Bos ...[et. al.] (eds.) 205 $a1st ed. 210 $aAmsterdam $cIOS Press$dc2012 215 $a1 online resource (1022 p.) 300 $aPapers from a conference on architectural and structural applications of glass held at the Delft University of Technology in May 2008. 311 $a1-61499-060-3 327 $aTitle Page; Foreword; Sponsors, Support & Partners; Contents; Keynote papers; Light in the Public Realm; Emotion; Fusing Design, Innovation and Light; Engineering Invention in Glass Architecture; Case Study 1 World Trade Center - Podium Wall Design Development; Projects & Case studies; The Glass Screens of the Japan Post Tower; The Glass Sphinx: A Massive Stacked Glass Sculpture; The Apple Glass Cube: Version 2.0; Future Application of Structural Use of Glass; A Laminated Glass Wall Will Protect Warnemunde From High Water; Lincoln Center Canopies - Performance in Glass 327 $aProject for the Eiffel Tower: Constructive GeometryChallenges in the Design, Fabrication and Installation of Glass Structures Comprising of Super Jumbo Glass Sheets; Glass Walls Carrying the Roof and Withstanding the Wind Load on the Facade: Conservatory of the Museum in Dordrecht and Raaks Glass Cube in Haarlem; Inclined Glass Fins for the King Abdulaziz Center for World Culture; Design of Suspended Glass Ceiling Structure in High Sesimic Hazard Zones; Designing a Glass Pavillion to Protect an Ancient Greek Temple; A True All-Glass Staircase 327 $aTwo Lines - Arup with David Chipperfield ArchitectsTorre Iberdrola, Bilbao, Spain; Joints, Fixings & Adhesives; Experimental Investigation of Unconventional Canopy Prototypes, Suspended by Adhesive Bonds; Connecting Through Reinforcement - Experimental Analysis of a Glass Connection Using Perforated Steel Plates; Determination of Adhesives Properties for Non-linear Numerical Simulation of Structural Steel-Glass Connections; Shear Capacity in Adhesive Glass Joints; Experimental and Numerical Analysis of Edge Seal Spacers of Insulated Glass Units for Structural Sealant Glazing Applications 327 $aTensile Loading of Silicone Point Supports - RevisitedInvestigation of Stress-Whitening in Transparent Structural Silicone Adhesive; Designing a Glass Bearing Connection with a Probability to EN1990 CC2; Influence of Various Factors on Mechanical Properties of Adhesive Joint in Glass Structures; Seismic Behaviour of Point Supported Glass Panels; The Mechanical Performance of Adhesives for a Steel-Glass Composite Facade System; Load Carrying Behaviour of Metal Inserts Embedded in Laminated Glass; Direct Glass Fabrication - New Applications of Glass with Additive Processes 327 $aAnalytical Solutions for Detail Problems in Structural GlazingGlazing with Countersunk Point Fittings; Reduction of Edge Effect in Adhesive Joints of Glass Details; Strength, Stability & Safety; Improvement of Quality of Tempered Glass with Numerical Modeling; Analytical Approaches for Buckling Verification of In-plane Loaded Laminated Glass Columns and Panels; Contact Damage Near the Supporting Pillars in Vacuum Glazing Units; Towards a European Structural Glass Network: COST Action TU0905 327 $aHow to Model Failure in Load-Bearing Glass Elements? A Discussion Based on Analytical, Numerical and Experimental Considerations 330 $aThere are two things everybody knows about glass: it is transparent, and it breaks! These are also the properties that constitute the challenge of glass as an architectural and structural material.This book presents papers from the third Challenging Glass Conference (CGC3), held at the Technical University (TU) Delft, the Netherlands, in June 2012. The conference brings together glass engineering, research and design specialists. Papers are grouped under seven topic headings: project and case studies; joints, fixings and adhesives; strength, stability and safety (a category which includes a quarter of all the papers presented at the conference); laminates and composite design; curved and bended glass; architectural design and lighting and finally, glass in facades.Glass remains one of the most exciting materials available to designers and architects today. This book will be of interest to all those involved in working with glass in an architectural and structural context. 606 $aGlass construction$vCongresses 606 $aArchitecture, Modern$y21st century$vCongresses 606 $aArchitectural glass$vCongresses 615 0$aGlass construction 615 0$aArchitecture, Modern 615 0$aArchitectural glass 676 $a721.044 701 $aBos$b Freek$01687811 712 02$aTechnische Universiteit Delft.$bFaculteit Civiele Techniek en Geowetenschappen. 712 12$aConference on Architectural and Structural Applications of Glass 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910819667703321 996 $aChallenging glass$94061581 997 $aUNINA