2　术语和符号

• 2.1　术　　语

• 2.2　符　　号

3　基本规定

• 3.1　材　　料

• 3.2　适用高度和抗震等级

• 3.3　水平位移和舒适度

• 3.4　构件承载力设计

4　集成设计

• 4.1　一般规定

• 4.2　标准化及协同设计

• 4.3　建筑平面、立面

• 4.4　外围护系统

• 4.5　设备与管线系统

• 4.6　内装系统

5　结构类型

• 5.1　一般规定

• 5.2　桁架加劲多腔体钢板组合剪力墙结构

• 5.3　框架-桁架加劲多腔体钢板组合剪力墙结构

• 5.4　框架-桁架加劲多腔体钢板组合核心筒结构

6　结构计算分析

• 6.1　一般规定

• 6.2　弹性分析

• 6.3　弹塑性分析

7　桁架加劲多腔体钢板组合剪力墙设计

• 7.1　一般规定

• 7.2　承载力计算

• 7.3　构　　造

8　连接与节点设计

• 8.1　一般规定

• 8.2　桁架加劲多腔体钢板组合剪力墙的连接节点

• 8.3　桁架加劲多腔体钢板组合剪力墙的墙脚节点

• 8.4　桁架加劲多腔体钢板组合剪力墙与钢梁的连接节点

• 8.5　桁架加劲多腔体钢板组合剪力墙与楼板的连接节点

9　防护设计

• 9.1　防腐设计

• 9.2　防火设计

10　施　　工

• 10.1　一般规定

• 10.2　桁架加劲多腔体的制作

• 10.3　桁架加劲多腔体的安装

• 10.4　腔体内混凝土浇筑

11　验　　收

• 11.1　一般规定

• 11.2　原材料及成品进场

• 11.3　零部件加工及组装

• 11.4　焊接工程

• 11.5　安装工程

• 11.6　桁架加劲多腔体内混凝土工程

• 11.7　涂装工程

附录B　材料本构关系

• B.1　钢材本构关系

• B.2　混凝土本构关系

2　Terms and symbols

• 2.1　Terms

• 2.2　Symbols

3　Basic requirements

• 3.1　Materials

• 3.2　Height limitation and seismic design grade of structural members

• 3.3　Drift limit and comfort requirements

• 3.4　Design on strength of structural members

4　Integrated design

• 4.1　General requirements

• 4.2　Standardization and collaborative design

• 4.3　Plane layout and facade layout of buildings

• 4.4　Envelope system

• 4.5　Facility and pipeline system

• 4.6　Interior decoration system

5　Structural system

• 5.1　General requirements

• 5.2　Double-skin truss-reinforced composite shear wall structure

• 5.3　Frame-double-skin truss-reinforced composite shear wall structure

• 5.4　Double-skin truss-reinforced composite tube structure

6　Structural calculation and analysis

• 6.1　General requirements

• 6.2　Elastic analysis

• 6.3　Elastic-plastic analysis

7　Component design of double skin truss-reinforced composite shear wall

• 7.1　General requirements

• 7.2　Capacity calculation

• 7.3　Detailing

8　Design of joints and connections

• 8.1　General requirements

• 8.2　Connection of the double-skin truss-reinforced composite shear wall

• 8.3　Foot connection of the double-skin truss-reinforced composite shear wall

• 8.4　Connection bet ween the double-skin truss-reinforced composite shear wall and the beam

• 8.5　Connection between the double-skin truss-reinforced composite shear wall and the floor slab

9　Protection design

• 9.1　Corrosion prevention design

• 9.2　Fire-resistance design

10　Construction

• 10.1　General requirements

• 10.2　Fabrication of the double-skin truss-reinforced component

• 10.3　Erection of the double-skin truss-reinforced component

• 10.4　Concrete pouring of the double-skin truss-reinforced component

11　Acceptance

• 11.1　General requirements

• 11.2　Raw materials and finished products

• 11.3　Parts processing and assembly

• 11.4　Welding works

• 11.5　Installation works

• 11.6　Concrete works of the double-skin truss-reinforced component

• 11.7　Coating works

Appendix B　Constitutive models of materials