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Produktbild: Structural Timber Design
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Structural Timber Design (incl. ebook as PDF)

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Beschreibung

Produktdetails

Einband

Set mit diversen Artikeln

Erscheinungsdatum

12.06.2024

Abbildungen

Tabellen, schwarz-weiss, farbige Illustrationen, schwarz-weiss Illustrationen

Verlag

Ernst & Sohn

Seitenzahl

416

Maße (L/B/H)

24,4/17/2,2 cm

Gewicht

794 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-3-433-03403-3

Beschreibung

Produktdetails

Einband

Set mit diversen Artikeln

Erscheinungsdatum

12.06.2024

Abbildungen

Tabellen, schwarz-weiss, farbige Illustrationen, schwarz-weiss Illustrationen

Verlag

Ernst & Sohn

Seitenzahl

416

Maße (L/B/H)

24,4/17/2,2 cm

Gewicht

794 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-3-433-03403-3

Herstelleradresse

Ernst & Sohn GmbH
Rotherstr. 21
10245 Berlin
Deutschland
Email: info@ernst-und-sohn.de
Url: www.ernst-und-sohn.de
Telephone: +49 30 47031280
Fax: +49 30 47031270

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  • Produktbild: Structural Timber Design
  • PREFACE

    LIST OF ABBREVIATIONS

    1 TIMBER AS A STRUCTURAL MATERIAL

    1.1 Building with timber - advantages and challenges

    1.2 Mechanical properties of solid timber

    1.2.1 Influence of the fibre direction

    1.2.2 Strength values of solid timber

    1.2.3 Deformation properties of solid timber

    1.2.4 Influence of load duration and humidity

    1.3 Wood based products

    1.3.1 Solid structural timber and glued solid timber

    1.3.2 Glued laminated timber

    1.3.3 Cross laminated timber

    1.4 Wood based materials

    1.4.1 Laminated veneer lumber

    1.4.2 Plywood

    1.4.3 OSB

    1.4.4 Particle boards

    1.4.5 Fibreboards

    2 STRUCTURAL DESIGN OF BEAM-TYPE MEMBERS

    2.1 Basics of structural design

    2.1.1 Action combinations

    2.1.2 Modification factors and deformations factors

    2.2 Bending

    2.3 Shear

    2.4 Torsion and rolling shear

    2.5 Buckling

    2.5.1 Lateral bending buckling - kc method

    2.5.2 Lateral torsional buckling - km method

    2.5.3 Torsional flexural buckling

    2.5.4 Calculation according to Second Order Theory

    2.6 Tension and bending

    2.7 Serviceability limit state

    2.7.1 Deformations

    2.7.2 Vibrations

    3 STRESSES PERPENDICULAR TO THE GRAIN

    3.1 Introduction

    3.2 Compression

    3.2.1 Compression perpendicular to the grain

    3.2.2 Compression stresses at an angle to the grain

    3.3 Tension perpendicular to grain

    3.3.1 General

    3.3.2 Notches

    3.3.3 Tension loaded connections perpendicular to grain

    3.3.4 Holes in glulam beams

    4 DOWEL-TYPE CONNECTIONS

    4.1 General

    4.2 Connections with dowel-type fasteners

    4.2.1 Overview

    4.2.2 Deformation behaviour

    4.2.3 Basics of the calculation of shear loaded connections

    4.2.4 Shear loaded timber-timber connections

    4.2.5 Shear loaded timber-timber connections - simplified calculation

    4.2.6 Shear loaded steel-timber connections

    4.2.7 Shear loaded steel-timber connections - simplified calculation

    4.3 Dowels and Bolts

    4.4 Nails and staples

    4.4.1 Definitions

    4.4.2 Construction rules for connections with nails

    4.4.3 Construction rules for staples

    4.4.4 Load bearing capacity

    4.5 Connections with screws

    4.5.1 General

    4.5.2 Conceptual design of screwed connections

    4.5.3 Load bearing capacity

    4.5.4 Application examples and execution

    4.6 Block shear

    4.7 Reinforcement of doweled connections

    4.8 Connections with Cross-laminated timber (CLT)

    5 OTHER TYPES OF CONNECTIONS

    5.1 Shear connectors

    5.1.1 Mechanism

    5.1.2 Connector types and construction rules

    5.1.3 Load bearing capacity

    5.2 Carpentry joints

    5.2.1 Introduction

    5.2.2 Halving joints

    5.2.3 Step joints

    5.2.4 Mortise and tenon

    5.2.5 Wooden nails

    5.2.6 Deformations - slip moduli

    5.3 Hinged and moment resistant connections

    5.3.1 Structural detailing and calculation modelling

    5.3.2 Principle of intersection

    5.3.3 Rules for detailing

    5.4 Adhesive bonded connections

    5.4.1 Introduction

    5.4.2 Adhesive bonding of structural elements

    5.4.3 Connections, local reinforcement and repair

    5.5 Reinforcement against tension forces perpendicular to the grain

    5.5.1 Notches

    5.5.2 Connections perpendicular to grain

    5.5.3 Openings

    6 STRUCTURAL ELEMENTS - BEAM TYPE MEMBERS

    6.1 Glulam beams

    6.1.1 Bending stresses

    6.1.2 Tension stresses perpendicular to the grain

    6.2 Trusses

    6.3 Composite elements

    6.3.1 Beams, slab and roof elements

    6.3.2 Timber-concrete composites (TCC)

    6.3.3 Columns

    6.4 Bracing - Design and detailing

    6.4.1 Introduction

    6.4.2 Roof structures

    6.4.3 Beams and columns

    6.5 Modelling of beam type elements

    7 STRUCTURAL ELEMENTS - PLANE

    7.1 Light frame elements

    7.1.1 Introduction

    7.1.2 Wall elements

    7.1.3 Slab elements - diaphragms

    7.1.4 Connections and anchoring

    7.2 Cross laminated timber (CLT)

    7.2.1 Production, load bearing characteristics, and strength

    7.2.2 Plates

    7.2.3 Wall panels

    7.2.4 Detailing and load transfer

    7.3 Modelling of plane elements

    7.3.1 CLT plates

    7.3.2 Shear walls

    7.4 Interaction of diaphragms and bracing walls

    8 DYNAMIC BEHAVIOUR OF TIMBER STRUCTURES

    8.1 Dynamics and vibration

    8.1.1 Structures under dynamic impact

    8.1.2 Natural frequencies of simple systems

    8.2 Vibration of slabs

    8.3 Structures under earthquake impact

    8.3.1 Earthquake impact and energy dissipation

    8.3.2 Conceptual design and calculation of building structures

    8.3.3 Response spectra procedure - Equivalent load

    8.3.4 Verification of wall and slab elements

    9 DURABILITY AND FIRE PROTECTION

    9.1 Durability

    9.1.1 Principles and definitions

    9.1.2 Durability of wood species

    9.1.3 Constructive measures against biological attack

    9.1.4 Encapsulated construction

    9.1.5 Wood treatment

    9.2 Resistance to corrosion

    9.3 Fire protection

    9.3.1 Introduction

    9.3.2 Terminology and legal regulations

    9.3.3 Building classes

    9.3.4 Classification and requirements for structural elements and materials

    9.4 Calculation of fire resistance time

    9.4.1 Effective cross section method

    9.4.2 Connections

    10 CONCEPTUAL DESIGN

    10.1 Multi-storey timber buildings

    10.1.1 Introduction

    10.1.2 Design criteria

    10.2 Roof structure

    10.2.1 Introduction

    10.2.2 Criteria for conceptual design

    10.2.3 Primary and secondary load bearing elements

    10.2.4 Beams and columns

    10.2.5 Arches, cables and domes

    10.3 Bridges

    10.3.1 Introduction

    10.3.2 Design criteria

    10.3.3 Actions

    10.3.4 Load transfer

    10.3.5 Maintenance

    11 SUPPLEMENTARY THEORETICAL BACKGROUND

    11.1 Strength and Size Effect

    11.2 Fracture mechanics ? brittle failure

    11.2.1 B- and D-areas

    11.2.2 Linear-elastic fracture mechanics - energy based fracture criterion

    11.2.3 Application of fracture mechanics

    11.3 Theory of Plasticity

    11.3.1 Introduction

    11.3.2 Application of the upper bound theorem

    11.3.3 Application of the lower bound theorem

    11.3.4 Capacity design

    11.4 Calculation methods for composite beams ? efficient stiffness method

    11.5 Volkersen?s theory for adhesive bonded connections

    11.6 Calculation according to Second Order Theory

    REFERENCES

    STANDARDS AND TECHNICAL REGULATIONS

    PRODUCT INFORMATION (EXEMPLARILY)