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عنوان
Structural use of glass
پدید آورنده
Matthias Haldimann, Andreas Luible, Mauro Overend.
موضوع
Chemical & Materials Engineering.,Glass construction.,Structural engineering.
رده
TA450
.
M388
2008
کتابخانه
Center and Library of Islamic Studies in European Languages
محل استقرار
استان:
Qom
ـ شهر:
Qom
تماس با کتابخانه :
32910706
-
025
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
1613442173
(Number (ISBN
3857481196
(Number (ISBN
9781613442173
(Number (ISBN
9783857481192
NATIONAL BIBLIOGRAPHY NUMBER
Number
b590677
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Structural use of glass
General Material Designation
[Book]
First Statement of Responsibility
Matthias Haldimann, Andreas Luible, Mauro Overend.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Zürich, Switzerland
Name of Publisher, Distributor, etc.
International Association for Bridge and Structural Engineering
Date of Publication, Distribution, etc.
©2008.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
(210 pages) : illustrations.
SERIES
Series Title
Structural engineering documents, 10.
CONTENTS NOTE
Text of Note
Machine derived contents note: 1 Material 1 --; 1.1 Production 1 --; 1.1.1 Production of flat glass 1 --; 1.1.2 Production of cast glass and glass profiles 3 --; 1.1.3 Relevant standards 3 --; 1.2 Material properties 4 --; 1.2.1 Composition and chemical properties 4 --; 1.2.2 Physical properties 6 --; 1.3 Processing and glass products 9 --; 1.3.1 Introduction 9 --; 1.3.2 Tempering of glass 9 --; 1.3.3 Laminated glass 14 --; 1.3.4 Insulating glass units (IGU) 15 --; 1.3.5 Curved glass 16 --; 1.3.6 Decorative surface modification processes 16 --; 1.3.7 Functional coatings 18 --; 1.3.8 Switchable glazing 19 --; 1.3.9 Other recent glasses 23 --; 1.3.10 Relevant standards 24 --; 2 General Design Guidelines 27 --; 2.1 The design process 27 --; 2.1.1 Particularities of glass structures 27 --; 2.1.2 Risk analysis 28 --; 2.1.3 Post-breakage behaviour and robustness 30 --; 2.2 Actions on glass structures 31 --; 2.2.1 Particularities of glass structures 31 --; 2.2.2 Wind loads 32 2.2.3 Correlation of wind load and material temperature 33 --; 2.2.4 Seismic loads and movements 35 --; 2.2.5 Impact loads 35 --; 2.2.6 Bomb blast 35 --; 2.2.7 Internal pressure loads on insulated glass units 38 --; 2.2.8 Thermal stress 38 --; 2.2.9 Surface damage 40 --; 2.3 Structural analysis and modelling 40 --; 2.3.1 Geometric non-linearity 40 --; 2.3.2 Finite element analysis 41 --; 2.3.3 Simplified approaches and aids 42 --; 2.4 Requirements for application 42 --; 2.4.1 Vertical glazing 43 --; 2.4.2 Overhead glazing 44 --; 2.4.3 Accessible glazing 45 --; 2.4.4 Railings and balustrades 46 --; 3 Fracture Strength of Glass Elements 49 --; 3.1 Introduction 49 --; 3.2 Stress corrosion and sub-critical crack growth 50 --; 3.2.1 Relationship between crack velocity and stress intensity 50 --; 3.2.2 Crack healing, crack growth threshold and hysteresis effect 52 --; 3.2.3 Influences on the relationship between stress intensity and crack --; growth 53 --; 3.3 Quasi-static fracture mechanics 55 3.3.1 Stress intensity and fracture toughness 55 --; 3.3.2 Heat-treated glass 57 --; 3.3.3 Inert strength 58 --; 3.3.4 Lifetime of a single flaw 59 --; 3.3.5 Lifetime of a glass element with a random surface flaw population 62 --; 3.3.6 Discussion 70 --; 3.4 Dynamic fracture mechanics 70 --; 3.5 Laboratory testing procedures 74 --; 3.5.1 Testing procedures for crack velocity parameters 74 --; 3.5.2 Testing procedures for strength data 75 --; 3.6 Quantitative considerations 76 --; 3.6.1 Introduction 76 --; 3.6.2 Geometry factor 77 --; 3.6.3 Ambient strength and surface condition 78 --; 3.6.4 Residual surface stress due to thermal tempering 81 --; 4 Current Standards, Guidelines and Design Methods 85 --; 4.1 Introduction 85 --; 4.2 Rules of thumb 85 --; 4.2.1 Allowable stress based design methods 86 --; 4.2.2 Recommended span/thickness ratios 87 --; 4.3 European standards and design methods 88 --; 4.3.1 DELR design method 88 --; 4.3.2 European draft standard prEN 13474 90 --; 4.3.3 Shen's design method 92 4.3.4 Siebert's design method 94 --; 4.4 North American standards and design methods 96 --; 4.4.1 Glass failure prediction model (GFPM) 96 --; 4.4.2 American National standard ASTM E 1300 97 --; 4.4.3 Canadian National standard CAN/CGSB 12.20 99 --; 4.5 Analysis and comments 102 --; 4.6 Conclusion and Outlook 106 --; 5 Design for Compressive In-plane Loads and Stability Problems 107 --; 5.1 Introduction 107 --; 5.2 Parameters having an influence on the buckling behaviour 108 --; 5.2.1 Glass thickness 109 --; 5.2.2 Initial deformation 109 --; 5.2.3 Interlayer material behaviour in laminated glass 109 --; 5.2.4 Boundary conditions and glass fixings 109 --; 5.3 Column buckling 110 --; 5.3.1 Modelling 110 --; 5.3.2 Load carrying behaviour 112 --; 5.3.3 Structural design 113 --; 5.3.4 Intermediate lateral supports 113 --; 5.3.5 Influence of the load introduction 114 --; 5.4 Lateral torsional buckling 115 --; 5.4.1 Modelling 115 --; 5.4.2 Load carrying behaviour 117 --; 5.4.3 Structural design 120 5.5 Plate buckling 122 --; 5.5.1 Modelling 123 --; 5.5.2 Load carrying behaviour 125 --; 5.5.3 Structural design 127 --; 6 Design Methods for Improved Accuracy and Flexibility 131 --; 6.1 Introduction 131 --; 6.2 Surface condition modelling 131 --; 6.2.1 Single surface flaw model 131 --; 6.2.2 Random surface flaw population model 132 --; 6.3 Recommendations for design 133 --; 6.4 Testing 136 --; 6.4.1 Introduction 136 --; 6.4.2 Determination of surface condition parameters 137 --; 6.4.3 Obtaining strength data for design flaws 138 --; 6.5 Overview of mathematical relationships 140 --; 7 Glass Connections 143 --; 7.1 Introduction 143 --; 7.2 Mechanical fixings 144 --; 7.2.1 Linearly supported glazing 144 --; 7.2.2 Clamped and friction-grip fixings 145 --; 7.2.3 Bolted supports 148 --; 7.3 Glued connections 152 --; 7.3.1 General 152 --; 7.3.2 Structural silicone sealant connections 156 --; 7.3.3 Rigid adhesive connections 160 --; 7.4 Recent developments and trends 164 7.4.1 Increasing the post-breakage structural capacity with fabric embeds 164 --; 7.4.2 Increasing the post-breakage structural capacity with new geome- --; tries 165 --; 7.4.3 High capacity adhesive connections 166 --; 8 Special Topics 169 --; 8.1 Design assisted by testing 169 --; 8.1.1 Introduction 169 --; 8.1.2 Post-breakage structural capacity 170 --; 8.1.3 Impact testing 170 --; 8.1.4 Testing connections 172 --; 8.2 Diagnostic interpretation of glass failures 172 --; 8.2.1 Qualitative analysis of failed architectural glass 174 --; 8.2.2 Quantitative analysis of failed architectural glass 175 --; A Notation, Abbreviations 177 --; B Glossary of Terms 183 --; C Statistical Fundamentals 193.
TOPICAL NAME USED AS SUBJECT
Chemical & Materials Engineering.
Glass construction.
Structural engineering.
LIBRARY OF CONGRESS CLASSIFICATION
Class number
TA450
Book number
.
M388
2008
PERSONAL NAME - PRIMARY RESPONSIBILITY
Matthias Haldimann, Andreas Luible, Mauro Overend.
PERSONAL NAME - ALTERNATIVE RESPONSIBILITY
Andreas Luible
International Association for Bridge and Structural Engineering.
Matthias Haldimann
Mauro Overend
ELECTRONIC LOCATION AND ACCESS
Electronic name
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