Engineering bamboo structures (Record no. 69978)

MARC details
000 -LEADER
fixed length control field 08128 a2200157 4500
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781032063959
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 691.1
Item number XIA
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Xiao-li, Yang
245 ## - TITLE STATEMENT
Title Engineering bamboo structures
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication, distribution, etc Leiden
Name of publisher, distributor, etc CRC Press
Date of publication, distribution, etc 2022
300 ## - PHYSICAL DESCRIPTION
Extent xviii,339p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Contents<br/>Preface xiii<br/>Acknowledgements xv<br/>About the author xvii<br/>Introduction xix<br/>1 Bamboo for Carbon Neutral Development 1<br/>1.1 Bamboo Resources 1<br/>1.2 Bamboo as a Modern Building Material 3<br/>1.3 Bamboo Structures 5<br/>1.3.1 Construction Using Round Bamboo Culms 5<br/>1.3.2 Bamboo Reinforced Concrete Structures 7<br/>1.3.3 Engineered Bamboo Composites 8<br/>1.3.4 Engineered Bamboo versus Engineered Timber Structures 9<br/>1.4 Code and Standard Issues 12<br/>1.4.1 Relevant Wood Standards 13<br/>1.4.2 Standards and Specifications for Bamboo 14<br/>1.5 Bamboo for a Sustainable Future 16<br/>References 18<br/>2 Production of Engineered Bamboo<br/>2.1 Definition of Glubam 23<br/>2.2 Manufacturing Process of Laminated Bamboo Boards 25<br/>2.2.1 Laminated Thick-strip Bamboo Board 25<br/>2.2.2 Laminated Thin-strip Bamboo Board- Plybamboo 27<br/>2.3 Cold-pressing Process of Glubam 29<br/>2.4 Environmental Assessment of Glubam Production 32<br/>2.4.1 Analysis of Total Energy Consumption of Production 32<br/>2.4.2 Analysis of Carbon Emissions 34<br/>2.5 Emerging Technologies 36<br/>2.5.1 Flattened Bamboo 36<br/>2.5.2 High Frequency Hot Press Lamination 37<br/>2.5.3 Bamboo Filament Winding 38<br/>2.5.4 Cross Laminated Bamboo and Timber (CLBT) 39<br/>2.5.5 Automation 41<br/>References 42<br/>3 Material Properties of Glubam 45<br/>3.1 Basic Physical Properties of Glubam 45<br/>3.2 Research Background of Mechanical Properties of Engineered Bamboo 46<br/>3.3 Basic Mechanical Properties of Engineered Bamboo 49<br/>3.3.1 Relevancy of Existing Specifications 49<br/>3.3.2 Tensile Properties 50<br/>3.3.3 Compressive Behavior 58<br/>3.3.4 Bending Resistance of Glubam 60<br/>3.3.5 Shear Performance 66<br/>3.3.6 Torsional Behaviors of Glubam 81<br/>3.3. 7 Comparison of Basic Mechanical Properties of Engineered Bamboo 84<br/>3.4 Stress-strain Models for Engineered Bamboo 84<br/>3.5 Long-term Creep Properties of Glubam 89<br/>3.6 Aging Behavior of Glubam 93<br/>3.6.1 Accelerated Aging Tests 93<br/>3.6.2 Aging Test Specimens and Treatment 94<br/>3.6.3 Test Results and Analysis 95<br/>3.7 Behavior of Engineered Bamboo under High-strain Rate Loading 101<br/>3. 7.1 Pendulum Impact Behavior 101<br/>3. 7.2 High-strain Rate Compressive Behavior 103<br/>3.8 Thermal and Fire Behaviors of Engineered Bamboo 106<br/>3.8.1 Thermal Effects 106<br/>3.8.2 Flammability and Fire Behavior of Glubam 109<br/>3.9 Acoustic Properties of Engineered Bamboo 111<br/>3.10 Future Research Needs and Research Update 112<br/>References 116<br/>4 Design Strength of Glubam 121<br/>4.1 Specified and Characteristic Material Properties 121<br/>4.1 .1 Quality Assurance 121<br/>4.1 .2 Characteristic Properties 123<br/>4.2 Allowable Stress Design (ASD) 123<br/>4.2.1 General Concept of ASD 123<br/>4.2.2 ASD-based Previous Chinese Code 126<br/>4.2.3 US. ASD Design 127<br/>4.3 Limit State Design Recommendations for Glubam Structures 130<br/>4.3.1 Recommendation Following Chinese GB Code 130<br/>4.3.2 Load and Resistance Factor Design ( LRFD) 134<br/>4.3.3 Limit State Design Based on European Code EC-5 136<br/>4.3.4 Summary of Design Strength Values 136<br/>4.4 Future Code Development 136<br/>References 137<br/>5 Connections in Glubam Structures 139<br/>5.1 Brief Review of Connections Used in Timber Structures 139<br/>5.2 Embedment Strength of Glubam 141<br/>5.2.1 Experimental Programs 142<br/>5.2.2 Embedment Loading Behaviors 144<br/>5.2.3 Embedment Strength 148<br/>5.2.4 Embedment Strength of Different Glubams 149<br/>Contents ix<br/>5.2.5 Embedment Strength of Glubam in Arbitrary Directions 151<br/>5.3 Compressive Behavior of Bolted Glubam Joints 152<br/>5. 3.1 Compression Test Program 152<br/>5.3.2 Experimental Results 154<br/>5.3.3 Failure Analysis of Bolted Glubam Joints 155<br/>5.4 Tensile Behavior of Bolted Glubam Joints 157<br/>5.4.1 Tensile Test Programs 158<br/>5.4.2 Failure Modes and Load-displacement Relationships 161<br/>5.4.3 Discussions on Strength of Bolted Connections 163<br/>5.5 Design Considerations of Bolted Glubam Connections 165<br/>5.6 Toothed Metal Mending Plate Connected Glubam Joints 167<br/>5.6.1 Materials and Tensile Strength of the Toothed Metal<br/>Mending Plate 167<br/>5.6.2 Tensile Behaviors of Toothed Metal Mending Plated<br/>Glubam Joints 168<br/>5.6.3 Shear Behaviors of Toothed Metal Mending Plated<br/>Glubam Joints 17 5<br/>5.7 Glued-in Rebar Glubam Joints 177<br/>5. 7.1 Materials and Testing Methods 179<br/>5. 7. 2 Experimental Results 180<br/>5. 7. 3 Pull-out Strength 185<br/>5. 7. 4 Glued-in Carbon Fiber Reinforced Polymer ( CF RP) Rebar Glubam<br/>Joints 186<br/>5. 7.5 Elastic Analysis of Pull-out Mechanisms 189<br/>5.8 Summary of Glubam Connections 193<br/>References 194<br/>6 Performance of Glubam Structural Members 197<br/>6.1 Glubam Bending Members 197<br/>6.1 .1 Design Concepts of Glubam Beams 198<br/>6.1.2 Summary of Experimental Behaviors 198<br/>6.1.3 Flexural Stiffness 201<br/>6.1.4 Flexural Capacities 204<br/>6.1.5 Moment-Curvature Analysis 207<br/>6.1.6 Design Considerations for Glubam Beams 208<br/>6.2 Research Updates on Various Glubam Beams 209<br/>6.2.1 Fiber Reinforced Polymer (FRP) Enhanced Glubam Beams 209<br/>6.2.2 Long-term Creep Behavior of Glubam Girders 210<br/>6.2.3 Fatigue Performance of Glubam Beams 213<br/>6.3 Glubam I-joists 214<br/>6.4 Bamboo Concrete Composite (BCC) Beams 219<br/>6.5 Glubam Members Subjected to Tension 220<br/>6.6 Glubam Members Subjected to Compression 222<br/>6.6.1 Columns and Members under Axial Compression 223<br/>6. 6.2 Buckling Theory and Research Background on<br/>Timber Columns 224<br/>6.6.3 Behaviors of Glubam Columns and Analytical Capacities 229<br/>6.7 Future Research Needs for Engineered Bamboo Components 231<br/>References 23 3<br/>• .. •. •Wtillli -<br/>7 Glubam Trusses 237<br/>7.1 Roof Truss Design 237<br/>7 .2 Simple Triangular Glubam Trusses 237<br/>7.3 Analysis of Glubam Trusses 241<br/>7.4 Toothed Metal-Plate Connected Glubam Trusses 243<br/>7.5 Other Types of Glubam Trusses 246<br/>7.5.1 Comparison of Conventional and String-beam Truss Systems 246<br/>7. 5.2 Steel- Glubam Hybrid Trusses 248<br/>7.6 Summary of Glubam Trusses 250<br/>References 252<br/>8 Engineered Bamboo Structural Walls 255<br/>8.1 Types of Lightweight Frame Structural Walls Involving Bamboo 255<br/>8.1.1 Bamboo Panel Sheathed Lightweight Woodframe Walls 256<br/>8.1.2 Bamboo Panel Sheathed Cold-formed Light-gauge Steel Frame<br/>Walls 256<br/>8.1.3 Glubam Lightweight Frame Walls 257<br/>8.1.4 Round Bamboo-culm Frame Walls 257<br/>8.2 Seismic Behavior of Lightweight Bamboo Walls 259<br/>8.2.1 Plybamboo Sheathed Woodframe Walls 259<br/>8.2.2 Testing Method 260<br/>8.2.3 Experimental Performance 260<br/>8.3 Seismic Analysis of Glubam Shear Walls 267<br/>8.4 Thermal Performance of Lightweight Frame Walls 269<br/>8.5 Fire Performance 271<br/>8.6 Design Recommendations 273<br/>References 276<br/>9 Design and Construction of Engineered Bamboo Structures 279<br/>9.1 Modular Mobile Buildings 279<br/>9.1.1 Modular Panel Units 279<br/>9.1.2 Modular Mobile Building Design 282<br/>9.1.3 Construction of Prefabricated Glubam Houses 283<br/>9.2 Performance Evaluation of Glubam Mobile Buildings 284<br/>9.2.1 Lateral Resistance of the Prefabricated Glubam Mobile House 284<br/>9.2.2 Comparative Fire-resistance Tests between Glubam and<br/>Light-gauge Steel Mobile Houses 286<br/>9.2.3 Wind Resistance and Water-tightness Study 288<br/>9.2.4 The Great Wenchuan Earthquake Relief Efforts 289<br/>9.3 Lightweight Glubam Frame Buildings 290<br/>9.3.1 Basic Design Features of Lightweight Glubam Frame Structures 291<br/>9.3.2 Vertical Load Transfer Mechanisms 295<br/>9.3.3 Lateral Load Transfer Mechanisms 296<br/>9.4 Performance of Lightweight Glubam Frame Buildings 298<br/>9.4.1 Seismic Behavior 298<br/>9.4.2 Fire Performance 306<br/>9.4.3 In-room Air Quality Evaluation 310<br/>9.5 Design Example of Lightweight Glubam Frame House 311<br/>9.5.1 Computation of Loads 314<br/>9.5.2 Design of Structural Components 315<br/>9.6 Glubam Heavy Frame Structures 321<br/>9.6.1 Glubam Single Story Frames 321<br/>9.6.2 Design Example of a Multi-story Glubam Frame Building 325<br/>References 335<br/>Index 338<br/>
890 ## - Country
Country Netherlands
891 ## - Topic
Topic FA
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name as entry element Engineering
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    Dewey Decimal Classification     Faculty of Architecture   CEPT Library CEPT Library 22/11/2022 Alpha book Co. 6365.60 4 691.1 XIA 024295 21/09/2024 04/09/2024 8720.03 22/11/2022 Book
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