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Materials and Joints in Timber Structures

Overview of attention for book
Cover of 'Materials and Joints in Timber Structures'

Table of Contents

  1. Altmetric Badge
    Book Overview
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    Chapter 1 Horizontal Displacements in Medium-Rise Timber Buildings: Basic FE Modeling in Serviceability Limit State
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    Chapter 2 Improving the Moment Resistance of a Concealed Timber Post Base Joint
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    Chapter 3 The Multifunctional TES-Façade Joint
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    Chapter 4 Green-Glued Products for Structural Applications
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    Chapter 5 Experimental Analysis of a Post-tensioned Timber Connection
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    Chapter 6 Risk Based Investigations of Partly Failed or Damaged Timber Constructions
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    Chapter 7 Naturally Grown Round Wood – Ideas for an Engineering Design
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    Chapter 8 Recycling and End-of-Life Scenarios for Timber Structures
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    Chapter 9 Advancements for the Structural Application of Fiber-Reinforced Moulded Wooden Tubes
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    Chapter 10 Sole Plate Fixing Details for Modern Methods of Timber Construction
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    Chapter 11 Thin-Walled Timber Structures
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    Chapter 12 Recommendations for the Design of Complex Indeterminate Timber Structures
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    Chapter 13 Novel Lightweight Timber Composite Element: Web Design in Shear and Compression
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    Chapter 14 New Timber Bridges: Inventive Design by Block-Gluing
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    Chapter 15 Steel-to-Timber Joints with Very High Strength Steel Dowels Using Spruce, Beech and Azobé
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    Chapter 16 Wood Load-Carrying Capacity of Timber Connections: An Extended Application for Nails and Screws
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    Chapter 17 Ductility in Timber Structures: Investigations on Over-Strength Factors
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    Chapter 18 An Experimental Study on Bearing Strength in Compression for Bolted Joint of Plywood
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    Chapter 19 Investigations Concerning the Force Distribution along Axially Loaded Self-tapping Screws
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    Chapter 20 Experimental Analysis on the Structural Behaviour of Connections with LVL Made of Beech Wood
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    Chapter 21 The Embedment Failure of European Beech Compared to Spruce Wood and Standards
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    Chapter 22 Modelling of Non-metallic Timber Connections at Elevated Temperatures
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    Chapter 23 Analysis of the Brittle Failure and Design of Connections Loaded Perpendicular to Grain
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    Chapter 24 Structural Performance and Advantages of DVW Reinforced Moment Transmitting Timber Joints with Steel Plate Connectors and Tube Fasteners
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    Chapter 25 Fully Threaded Self-tapping Screws Subjected to Combined Axial and Lateral Loading with Different Load to Grain Angles
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    Chapter 26 Alternative Approach to Avoid Brittle Failure in Dowelled Connections
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    Chapter 27 Resistance and Failure Modes of Axially Loaded Groups of Screws
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    Chapter 28 A Method to Determine the Plastic Bending Angle of Dowel-Type Fasteners
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    Chapter 29 Low-Damage Design Using a Gravity Rocking Moment Connection
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    Chapter 30 Finger Jointing of Freshly Sawn Norway Spruce Side Boards – A Comparative Study of Fracture Properties of Joints Glued with Phenol-Resorcinol and One-Component Polyurethane Adhesive
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    Chapter 31 Pressure Distribution in Block Glue Lines Analyzed by Theory of Beams on Elastic Foundation
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    Chapter 32 EPI for Glued Laminated Timber
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    Chapter 33 Bonding of Various Wood Species – Studies about Their Applicability in Glued Laminated Timber
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    Chapter 34 Fatigue Performance of Adhesive Connections for Wooden Wind Towers
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    Chapter 35 Multifunctional Wood-Adhesives for Structural Health Monitoring Purposes
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    Chapter 36 Assessment of the Glue-Line Quality in Glued Laminated Timber Structures
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    Chapter 37 Review of Recent Research Activities on One-Component PUR-Adhesives for Engineered Wood Products
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    Chapter 38 Development of a High-Performance Hybrid System Made of Composites and Timber (High-Tech Timber Beam®)
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    Chapter 39 Experimental Study of the Composite Timber- Concrete SBB Connection under Monotonic and Reversed-Cyclic Loadings
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    Chapter 40 The Predictive Model for Stiffness of Inclined Screws as Shear Connection in Timber-Concrete Composite Floor
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    Chapter 41 Shear Performance of Wood-Concrete Composite with Different Anchorage Length of Steel Rebar
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    Chapter 42 Development of Prefabricated Timber-Concrete Composite Floors
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    Chapter 43 Materials and Joints in Timber Structures
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    Chapter 44 Rehabilitation, Upgrading and Repair of Historic Timber Structures with Polymer Concrete and FRP-Reinforcement
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    Chapter 45 Fatigue Performance of Single Span Wood-Concrete-Composite Bridges
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    Chapter 46 Hybrid Wall-Slabs for Multi-storey Buildings: Made of Timber with a Directly Applied Mineral Cover Layer
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    Chapter 47 An Innovative Prefabricated Timber-Concrete Composite System
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    Chapter 48 A Component Model for Cyclic Behaviour of Wooden Structures
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    Chapter 49 Overview of a Project to Quantify Seismic Performance Factors for Cross Laminated Timber Structures in the United States
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    Chapter 50 Force Modification Factors for CLT Structures for NBCC
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    Chapter 51 Experimental Testing of a Portal Frame Connection Using Glued-In Steel Rods
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    Chapter 52 Bending Strength and Stiffness of Glulam Beams Made of Thermally Modified Beech Timber
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    Chapter 53 Structural Veneer Based Composite Products from Hardwood Thinning – Part I: Background and Manufacturing
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    Chapter 54 Glue Laminated Bamboo (GluBam) for Structural Applications
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    Chapter 55 Glulam Composed of Glued Laminated Veneer Lumber Made of Beech Wood: Superior Performance in Compression Loading
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    Chapter 56 Structural Performance of Accoya® Wood under Service Class 3 Conditions
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    Chapter 57 Structural Veneer Based Composite Products from Hardwood Thinning – Part II: Testing of Hollow Utility Poles
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    Chapter 58 Glulam from European White Oak: Finger Joint Influence on Bending Size Effect
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    Chapter 59 Non-homogeneous Thermal Properties of Bamboo
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    Chapter 60 Tapered Beams Made of Cross Laminated Timber
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    Chapter 61 Influence of the Connection Modelling on the Seismic Behaviour of Crosslam Timber Buildings
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    Chapter 62 Behaviour of Cross-Laminated Timber Panels under Cyclic Loads
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    Chapter 63 CLT Plates under Concentrated Loading – Experimental Identification of Crack Modes and Corresponding Failure Mechanisms
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    Chapter 64 Seismic Strengthening of Existing Concrete and Masonry Buildings with Crosslam Timber Panels
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    Chapter 65 In-Plane Stiffness of Traditional Timber Floors Strengthened with CLT
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    Chapter 66 Propose Alternative Design Criteria for Dowel Type Joint with CLT
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    Chapter 67 Length Effects on Tensile Strength in Timber Members With and Without Joints
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    Chapter 68 New Perspectives in Machine Strength Grading: Or How to Identify a Top Rupture
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    Chapter 69 Aspects of the Difference between the Local and Global Modulus of Elasticity of Structural (hardwood) Timber
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    Chapter 70 A Study of Australian Glulam
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    Chapter 71 Improving Strength of Glulam Laminations of Norway Spruce Side Boards by Removal of Weak Sections Using Optimized Finger Jointing
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    Chapter 72 Double Span Continuous Glulam Slabs Strengthened with GFRP
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    Chapter 73 Simplified Design of Glued Laminated Timber Girders for the Torsional Moment Caused by Stability Effects
Attention for Chapter 30: Finger Jointing of Freshly Sawn Norway Spruce Side Boards – A Comparative Study of Fracture Properties of Joints Glued with Phenol-Resorcinol and One-Component Polyurethane Adhesive
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Chapter title
Finger Jointing of Freshly Sawn Norway Spruce Side Boards – A Comparative Study of Fracture Properties of Joints Glued with Phenol-Resorcinol and One-Component Polyurethane Adhesive
Chapter number 30
Book title
Materials and Joints in Timber Structures
Published by
Springer Netherlands, January 2014
DOI 10.1007/978-94-007-7811-5_30
Book ISBNs
978-9-40-077810-8, 978-9-40-077811-5
Authors

Magdalena Sterley, Erik Serrano, Bertil Enquist, Joanna Hornatowska

Editors

Simon Aicher, H.-W. Reinhardt, Harald Garrecht

Mendeley readers

Mendeley readers

The data shown below were compiled from readership statistics for 17 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 17 100%

Demographic breakdown

Readers by professional status Count As %
Researcher 4 24%
Student > Doctoral Student 2 12%
Student > Master 2 12%
Student > Ph. D. Student 2 12%
Lecturer > Senior Lecturer 1 6%
Other 3 18%
Unknown 3 18%
Readers by discipline Count As %
Engineering 4 24%
Design 2 12%
Materials Science 2 12%
Business, Management and Accounting 1 6%
Nursing and Health Professions 1 6%
Other 4 24%
Unknown 3 18%