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Wood structure design manual (4th Edition) pdf

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Brief introduction:
catalog
Chapter 1 Overview one
1.1 general description one
1.2 wood structure green building and prefabricated wood structure five
1.3 development history of design standard for timber structures eight
1.4 design standards for timber structures and international cooperation twelve
1.5 structural type of timber structure building thirteen
1.6 application and development trend of wood structure building in China twenty-one
1.7 further research work to be carried out in wood structure design twenty-six
Chapter 2 timber twenty-seven
2.1 main tree species of structural timber twenty-seven
2.2 structure of wood thirty-one
2.3 physical properties of wood thirty-five
2.4 mechanical properties of wood thirty-nine
2.5 wood defects forty-three
2.6 time varying effect of wood forty-six
2.7 factors affecting wood properties forty-seven
2.8 wood and wood products fifty-one
2.9 classification method and material standard of structural timber sixty-four
2.10 determination method of standard value of mechanical properties of wood for structure seventy-eight
Chapter 3 basic design provisions ninety-four
3.1 basic principles of timber structure design ninety-four
3.2 determination method of wood design index ninety-six
3.3 design indexes and design allowable limits one hundred and seven
3.4 requirements and inspection of structural adhesive one hundred and twenty
3.5 basic requirements for wood moisture content one hundred and twenty-three
Chapter 4 Calculation of timber structural members one hundred and twenty-five
4.1 calculation formula one hundred and twenty-five
4.2 axial tension and axial compression members one hundred and twenty-six
4.3 flexural members one hundred and twenty-eight
4.4 tension bending and compression bending members one hundred and thirty-two
4.5 calculation examples of compression and bending members one hundred and thirty-seven
Chapter 5 connection design one hundred and forty-two
5.1 types and basic requirements of connections one hundred and forty-two
5.2 tooth connection one hundred and forty-five
5.3 pin connection one hundred and fifty
5.4 toothed plate connection one hundred and sixty-two
5.5 connection between split ring and shear plate one hundred and seventy-five
5.6 planting bar connection one hundred and eighty-two
5.7 calculation and construction regulations of tension bolt and fillet weld one hundred and eighty-three
Chapter 6 lateral force resistance design of structure one hundred and eighty-six
6.1 lateral load and action and design method one hundred and eighty-six
6.2 lateral force resistant structural system one hundred and eighty-nine
6.3 lateral force calculation and construction requirements one hundred and ninety-two
6.4 new technology for lateral resistance of timber structure one hundred and ninety-nine
6.5 calculation example two hundred and eight
reference......................................................................................................................................... two hundred and nineteen
Chapter 7 fire protection design two hundred and twenty-one
7.1 fire protection design basis and determination of fire resistance rating two hundred and twenty-one
7.2 fire protection design requirements two hundred and twenty-one
7.3 checking calculation for fire prevention of Glulam members two hundred and thirty-five
7.4 fire protection structure two hundred and forty-one
References: two hundred and forty-six
Chapter 8 Protection Design two hundred and forty-seven
8.1 some factors of wood structure failure two hundred and forty-seven
8.2 basic principles for durability design of timber structures two hundred and fifty-three
8.3 joint structure of durability design of timber structure two hundred and fifty-five
8.4 termite control management two hundred and seventy-three
8.5 natural corrosion resistance and immersion of wood two hundred and seventy-seven
8.6 preservative treatment of wood two hundred and seventy-nine
Chapter 9 square log structure two hundred and eighty-seven
9.1 general provisions two hundred and eighty-seven
9.2 design of beam column and wall components two hundred and eighty-nine
9.3 floor and roof design two hundred and ninety-one
9.4 design of log square timber truss two hundred and ninety-six
9.5 skylight three hundred and twenty-two
9.6 support and anchorage three hundred and twenty-three
9.7 design cases of wooden roof three hundred and twenty-seven
Chapter 10 Glulam structure three hundred and fifty-four
10.1 introduction to Glulam structure three hundred and fifty-four
10.2 Glulam products three hundred and fifty-nine
10.3 strength index of Glulam three hundred and sixty-eight
10.4 design of Glulam structure three hundred and seventy-six
10.5 structural requirements for Glulam structure three hundred and eighty-six
10.6 application examples of Glulam structure three hundred and ninety-eight
10.7 cases of Glulam structural design four hundred and three
Chapter 11 light wood structure four hundred and twenty-three
11.1 materials and dimensions four hundred and twenty-three
11.2 general provisions for structural design four hundred and twenty-five
11.3 floor and roof design four hundred and twenty-nine
11.4 calculation method for vibration control of floor joist four hundred and thirty-three
11.5 wall design four hundred and thirty-six
11.6 light wood truss four hundred and forty-four
11.7 construction requirements four hundred and fifty-nine
11.8 connection four hundred and eighty
11.9 light wood structure of upper and lower mixed building four hundred and eighty-three
11.10 design cases of light wood structure four hundred and eighty-four
Chapter 12 dry wood structure building five hundred and three
12.1 materials five hundred and three
12.2 component design five hundred and five
12.3 lateral force resistance design five hundred and seven
12.4 construction requirements five hundred and nine
Design case of dry wood structure for 12.5 well five hundred and twelve
Chapter 13 wood frame shear wall timber structure five hundred and twenty-six
13.1 design of shear wall five hundred and twenty-six
13.2 floor and roof design of timber frame shear wall structure five hundred and twenty-eight
13.3 structural requirements of timber frame shear wall structure five hundred and thirty-two
13.4 design case of wood frame shear wall structure five hundred and thirty-six
Chapter 14 veneer Glulam structure five hundred and thirty-seven
14.1 general five hundred and thirty-seven
14.2 material properties five hundred and thirty-eight
14.3 structural design five hundred and forty
14.4 connection design and node construction five hundred and forty-one
14.5 fire protection design five hundred and forty-three
14.6 construction measures five hundred and forty-three
Chapter 15 orthogonal Glulam structure five hundred and fifty
15.1 introduction of orthogonal Glulam structure five hundred and fifty
15.2 product specifications and mechanical properties of orthogonal Glulam five hundred and fifty-one
15.3 calculation of orthogonal Glulam members five hundred and fifty-eight
15.4 node design five hundred and seventy-five
15.5 floor five hundred and eighty-nine
15.6 walls five hundred and ninety-seven
15.7 fire protection design six hundred and seven
Chapter 16 high rise timber structure building six hundred and eleven
16.1 structural system and type selection six hundred and eleven
16.2 load cases six hundred and thirteen
16.3 structural arrangement six hundred and fifteen
16.4 analysis method six hundred and seventeen
16.5 control index six hundred and twenty
16.6 calculation cases of multi-storey and high-rise timber structures six hundred and twenty
reference......................................................................................................................................... six hundred and forty-four
Chapter 17 long span timber structure six hundred and forty-six
17.1 classification and Application six hundred and forty-six
17.2 loads and actions six hundred and fifty-three
17.3 structural arrangement six hundred and fifty-six
17.4 analysis method six hundred and fifty-nine
17.5 control indicators six hundred and sixty-one
17.6 design cases of long span timber structure six hundred and sixty-two
reference......................................................................................................................................... six hundred and seventy-four
Chapter 18 energy saving of timber structure building six hundred and seventy-six
18.1 general six hundred and seventy-six
18.2 wooden building envelope six hundred and seventy-eight
18.3 design principles of timber structure building and enclosure structure six hundred and eighty
18.4 thermal indexes of wood structure enclosure in different climate regions six hundred and eighty-two
18.5 thermal design and calculation of wood structure building envelope six hundred and eighty-three
18.6 enclosure design of timber structure building six hundred and eighty-six
18.7 passive ultra-low energy consumption building with wooden structure six hundred and ninety-one
reference......................................................................................................................................... six hundred and ninety-six
Chapter 19 inspection, maintenance and reinforcement of timber structures six hundred and ninety-seven
19.1 common damages six hundred and ninety-seven
19.2 inspection points six hundred and ninety-nine
19.3 basic principles of maintenance and reinforcement seven hundred and one
19.4 examples of maintenance and reinforcement seven hundred and three
Chapter 20 calculation chart seven hundred and ten
20.1 weight table of common materials and components seven hundred and ten
20.2 table of geometric characteristics of common sections seven hundred and eleven
20.3 truss member length and internal force coefficient table seven hundred and fifteen
20.4 design value of bearing capacity of round steel tie rod and tension bolt and size of steel backing plate seven hundred and forty-six
20.5 selection table of buttress plate for lower chord node of steel wood truss seven hundred and forty-seven
Appendix I name comparison table of common building timber tree species seven hundred and forty-eight
Appendix 2 key points for site identification of main imported timber seven hundred and fifty-two
Appendix 3 estimated value of equilibrium moisture content of urban timber in China in 53 years seven hundred and fifty-seven
Appendix 4 wood physical and mechanical properties of main tree species seven hundred and fifty-nine
Appendix 5 bearing area of log single tooth connection
Calculation table seven hundred and ninety-one
Appendix VI quality certification mark of imported wood and wood products seven hundred and ninety-two
Appendix VII determination of the number of fasteners in components and the group bolt combination coefficient of common fasteners seven hundred and ninety-four
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