Muutke küpsiste eelistusi

E-raamat: Cross-Laminated Timber Design: Structural Properties, Standards, and Safety

  • Formaat: 304 pages
  • Ilmumisaeg: 27-Mar-2020
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781260118001
Teised raamatud teemal:
  • Formaat - EPUB+DRM
  • Hind: 112,32 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
Cross-Laminated Timber Design: Structural Properties, Standards, and SafetySuurem pilt
  • Formaat: 304 pages
  • Ilmumisaeg: 27-Mar-2020
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781260118001
Teised raamatud teemal:

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

Publisher's Note: Products purchased from Third Party sellers are not guaranteed by the publisher for quality, authenticity, or access to any online entitlements included with the product.


Master the practice of designing structures with cross-laminated timber

This comprehensive guide explains the design standards, code provisions, and safety requirements engineers need to know to use cross-laminated timber as a structural building material. The book covers all applicable design considerations, including the relevant structural load requirements and fire safety requirements.

Written by a collection of experts in the field, Cross-Laminated Timber Design: Structural Properties, Standards, and Safety introduces the material properties of CLT and goes on to cover the recommended lateral and vertical design standards. Design examples and case studies are featured throughout. You will get design recommendations for connections, building envelopes, acoustics for CLT projects, and much more. Sustainability and environmental issues are discussed in full detail.

• Covers the latest methods and design techniques being used for CLT
• Explains the code provisions in the NDS, ASCE 7, and IBC that apply to CLT
• Include contributions from some of the leading experts in the field

Preface ix
Contributors xi
1 Introduction to Cross-Laminated Timber
1(6)
1.1 Codes and Standards
3(1)
1.2 Structural Design
3(1)
1.3 Connection Design
3(1)
1.4 Hygrothermal Performance of CLT Assemblies: Recommendations for Design, Construction, and Maintenance
4(1)
1.5 Acoustics
4(1)
1.6 Fire
5(1)
1.7 Environmental Aspects of Wood as a Construction Material
5(1)
1.8 Sustainability
5(1)
References
5(2)
2 Product Standard for Cross-Laminated Timber
7(28)
Introduction
7(2)
2.1 Scope of ANSI/APAPRG 320
9(2)
2.2 Components for CLT
11(6)
2.2.1 Laminations
11(3)
2.2.2 Adhesives
14(2)
2.2.3 Lamination Joints
16(1)
2.3 CLT Requirements
17(12)
2.3.1 Dimensions and Dimensional Tolerances
17(1)
2.3.2 CLT Layups
17(6)
2.3.3 CLT Qualification
23(5)
2.3.4 Appearance Classification
28(1)
2.4 CLT Manufacturing Process
29(1)
2.4.1 CLT Online Quality Control, Surface Sanding, and Cutting
29(1)
2.4.2 Product Certification, Marking, Packaging, and Shipping
29(1)
2.5 Quality Assurance
30(2)
2.6 Conclusion
32(1)
References
33(2)
3 Structural Behavior, Analysis, and Design of Cross-Laminated Timber
35(36)
Introduction
35(1)
3.1 Introduction to Structural Analysis of CLT
36(1)
3.2 Flexural Members
36(17)
3.2.1 Structural Analysis
36(1)
3.2.2 Flexural Stresses
37(4)
3.2.3 Shear
41(1)
3.2.4 Bearing Stresses
42(1)
3.2.5 Serviceability Check and Deflection Calculations
43(2)
3.2.6 Wall Elements
45(5)
3.2.7 Axial Forces in the Plane of the Plate---Forces Nx and Ny (nx and ny)
50(3)
3.3 Combined Loads
53(1)
3.4 Complex Elements
53(1)
3.5 Analytical Methods and Design Procedures for CLT Members
53(14)
3.5.1 Mechanical Properties of CLT Elements
54(1)
3.5.2 Rolling Shear Modulus and Shear Deformation---Loads Perpendicular to the Plane
54(1)
3.5.3 Shear Deformation Due to Loads Perpendicular to Plane
55(1)
3.5.4 Analytical Design Methods for CLT Elements Used in Floor Systems
56(11)
3.6 Mechanically Jointed Columns Theory (Eurocode 5)
67(1)
3.7 Design Procedures for CLT Elements Used as Beams and Lintels
68(1)
3.7.1 Bending Strength Calculations for In-Plane Loads
68(1)
3.8 Creep Behavior of CLT in Bending
68(1)
3.9 Vibration of CLT Floors
68(1)
References
69(2)
4 Structural Design---Connections
71(74)
4.1 General Overview of Connections
71(8)
4.1.1 Cross-Laminated Timber and Modern Connection Technology
71(1)
4.1.2 Overview of Connection Design
72(3)
4.1.3 Connection Design for CLT
75(4)
4.2 Introduction to Self-Tapping Wood Screws and Types Available
79(9)
4.2.1 Features and Advantages of Self-Tapping Screws
79(2)
4.2.2 Partially Threaded Screws
81(1)
4.2.3 Fully Threaded Screws
82(1)
4.2.4 Head Types
83(1)
4.2.5 Installation, Safety, and Reliability
84(4)
4.3 Review of Connection Concepts, Failure Modes, and Testing
88(33)
4.3.1 Axial Loading
88(5)
4.3.2 Lateral Loading
93(7)
4.3.3 Inclined Screws
100(7)
4.3.4 Screw Crosses
107(5)
4.3.5 Ductile Connections in CLT
112(6)
4.3.6 Reinforcement of CLT
118(2)
4.3.7 Dynamic Performance of CLT Connections for Seismic Design
120(1)
4.4 Review of Connection Types
121(5)
4.4.1 Lap Joints
121(1)
4.4.2 Surface Spline Joints
122(1)
4.4.3 Butt Joints
122(1)
4.4.4 Corner Joints
123(1)
4.4.5 Panel-to-Beam Connections
123(1)
4.4.6 Ledger Connections
124(1)
4.4.7 Pre-Engineered Connections
125(1)
4.5 Connection Design Examples
126(9)
Example 1 Surface Spline with 90° Shear Screws in Three-Ply CLT
126(2)
Example 2 Lap Joint with 90° Shear Screws in Three-Ply CLT
128(2)
Example 3 Butt Joint with 45° Shear Screws in Three-Ply CLT
130(2)
Example 4 Butt Joint with Double Angle Screw Crosses
132(2)
Example 5 Screw Cross; CLT to Glulam Beam
134(1)
4.6 Brittle and Ductile Connection (45° + 90° Screws)
135(5)
4.6.1 45° Screws
135(2)
4.6.2 90° Screws
137(1)
4.6.3 45° + 90° Screws
138(2)
4.7 Compression Reinforcement Example
140(1)
References
141(4)
5 Hygrothermal Performance of CLT Assemblies: Recommendations for Design, Construction, and Maintenance
145(44)
Introduction
145(2)
5.1 Hygrothermal Behavior of Wood and CLT: Fundamentals
147(5)
5.1.1 Characteristics of CLT Panels Affecting the Hygrothermal Behavior
150(2)
5.2 Control of Moisture, Air, and Heat Flows in CLT Assemblies: Design Principles
152(20)
5.2.1 Water Control
153(7)
5.2.2 Airflow Control
160(3)
5.2.3 Heat Flow Control
163(4)
5.2.4 Vapor Diffusion Control and Relationship of Air, Vapor, and Thermal Control
167(1)
5.2.5 Assembly Details
168(4)
5.3 Accounting for Building Movement
172(1)
5.4 Durability of CLT Buildings: A Holistic Approach
173(8)
5.5 Hygrothermal Performance of CLT Buildings: Control and Maintenance
181(3)
5.5.1 Maintenance and Inspection Plan
181(1)
5.5.2 Wood MC Measurement
181(2)
5.5.3 Water Leak and Condensation Detection
183(1)
5.5.4 IR Thermal Imaging
184(1)
Acknowledgments
184(1)
References
184(4)
Recommended Readings and Additional Resources
188(1)
6 Acoustics
189(22)
6.1 Acoustics in Buildings
189(8)
6.1.1 Basic Acoustics
190(2)
6.1.2 Room Acoustics
192(1)
6.1.3 Sound Isolation
193(2)
6.1.4 Footfall/Impact Noise Isolation
195(1)
6.1.5 Mechanical Noise and Vibration Control (HVAC)
196(1)
6.2 Acoustic Code Requirements
197(1)
6.3 Acoustics for CLT Projects
198(11)
6.3.1 Comparing CLT with Other Structural Systems
198(2)
6.3.2 Cold-Formed Steel
200(1)
6.3.3 CLT Compared with Other Mass Timber Systems
200(1)
6.3.4 CLT Floor/Ceiling Constructions
200(3)
6.3.5 CLT Flanking Noise
203(1)
6.3.6 CLT Partitions
204(2)
6.3.7 Lab Tests and Other Analysis Methods
206(3)
6.3.8 Resources for Acoustic Test Data
209(1)
6.4 Future Research and Development
209(1)
6.5 Acoustic Consultants
209(1)
6.6 Clarifications
210(1)
6.7 A Note from the Authors
210(1)
7 Fire Safety for CLT Projects
211(28)
7.1 Basics of Timber Reaction to Fire
211(3)
7.1.1 Wood Structure and Chemistry
211(1)
7.1.2 Wood Pyrolysis and Combustion
211(1)
7.1.3 Wood Char
212(1)
7.1.4 Char Rates
212(2)
7.2 Building Stability during Fire
214(1)
7.2.1 Expected Building Performance When Exposed to Fire
214(1)
7.2.2 High-Rise Structure Fire Resistance
214(1)
7.2.3 High-Rise Mass Timber Buildings
214(1)
7.3 CLT Fire Resistance Rating
215(3)
7.3.1 CLT Manufacturer Compliance Fire Testing
215(1)
7.3.2 Methodology for Calculating a Panel FRR
216(2)
7.4 Interior Finish and Flammability
218(1)
7.4.1 Test Methods and Results
218(1)
7.4.2 Methods to Control Flammability and Smoke Development
218(1)
7.5 CLT Behavior under Fire Exposure
219(3)
7.5.1 CLT Panel Reaction to Fire
219(2)
7.5.2 Reaction of CLT Adhesives in Fire
221(1)
7.6 Influence of Exposed CLT on a Compartment Fire
222(4)
7.6.1 Why Carry Out Natural Fire Tests on CLT Compartments?
222(1)
7.6.2 CLT Compartment Fire Tests---Results and Discussion
222(3)
7.6.3 Summary of Outcomes from the Reviewed Fire Tests
225(1)
7.7 Building Design with Mass Timber and CLT
226(4)
7.7.1 Exposed CLT for Low - and Medium-Rise Construction
226(1)
7.7.2 CLT for High-Rise Construction
227(3)
7.8 CLT Panel-to-Panel Connections
230(1)
7.8.1 CLT Floor-to-Wall Connections
231(1)
7.9 CLT Protection Methods and Limitations
231(1)
7.10 Fire Protection of CLT Through Penetrations and Joints
232(1)
7.11 Use of CLT within Exterior Walls
233(1)
7.11.1 Fire Spread Fundamentals
233(1)
7.11.2 Fire Spread between Floors
233(1)
7.11.3 Building with CLT Exterior Walls
234(1)
7.12 Construction Fire Safety
234(1)
7.12.1 Methods of Hazard Reduction
234(1)
Further Reading
235(1)
Acknowledgment
235(1)
References
235(4)
8 Environmental Aspects of Wood as a Construction Material
239(28)
8.1 Introduction
239(1)
8.2 Environmental Impacts of Construction Materials
239(17)
8.2.1 Determination of Impacts
239(2)
What LCA Reveals about Relative Impacts of Building Materials
241(2)
8.2.2 Environmental Assessment of Whole Buildings
243(1)
8.2.3 Environmental Impacts of Concrete versus Wood Construction
244(8)
8.2.4 Energy and Related Differences between Wood and Steel Framing Systems
252(4)
8.2.5 Wood and Environment---Additional Considerations
256(1)
8.3 The Renewability of Wood---An Underappreciated Reality
256(1)
8.4 Wood---More Than Enough
257(5)
8.4.1 Forest Resources
257(3)
8.4.2 Potential for Expanded Wood Use
260(2)
8.5 Longevity of Wood Structures
262(2)
8.6 Summary
264(1)
References
264(3)
9 Sustainability Related to CLT
267(22)
Introduction
267(1)
9.1 Defining Sustainability
267(6)
9.1.1 Social
268(2)
9.1.2 Environmental
270(2)
9.1.3 Economic
272(1)
9.2 Understanding Forest Sustainability
273(10)
9.2.1 Historic Conditions, Global Forestry, and North American Forests
277(3)
9.2.2 Modern Methods for Forest Protection, Management, and Restoration
280(3)
9.2.3 Current Concerns with Forest Health, Carbon Storage, Sustainable Livelihoods, and Multiple Benefits
283(1)
9.3 How CLT Contributes to Sustainability Goals
283(4)
9.3.1 Innovation and High-Quality Design
284(1)
9.3.2 Utilization of Materials, Improved Forest Health, and Carbon Storage
285(1)
9.3.3 Job Creation and Rural/Urban Connections
286(1)
9.3.4 Working Collaboratively
286(1)
9.4 Conclusions
287(1)
9.4.1 Needs and Opportunities for Supporting CLT and Ensuring Goals for Sustainability Are Addressed
287(1)
References
287(2)
Index 289
Lisainfo e-raamatute kohta Lisainfo e-raamatute kohta
Püsilink: https://www.kriso.ee/db/97812601180016e.html
Märksõnad: