中国工程建设标准化协会公告

前言

1　总则

2　术语和符号

• 2.1　术语

• 2.2　符号

3　材料

• 3.1　钢材

• 3.2　连接材料

• 3.3　混凝土

4　设计基本规定

• 4.1　设计原则

• 4.2　结构体系

• 4.3　结构变形和舒适度验算

• 4.4　抗震等级

• 4.5　结构抗震性能化设计

5　结构分析

• 5.1　一般规定

• 5.2　弹性分析

• 5.3　弹塑性分析

6　隐式框架构件设计

• 6.1　轴心受力构件的计算

• 6.2　拉弯、压弯构件的计算

• 6.3　构造设计

• 6.4　能力设计法验算

• 6.5　钢梁和钢与混凝土组合梁开孔

7　抗侧力构件设计

• 7.1　支撑

• 7.2　钢板剪力墙

• 7.3　横肋-混凝土板防屈曲钢板墙

• 7.4　隐式钢管混凝土框架内填混凝土剪力墙板

8　节点设计

• 8.1　梁柱连接

• 8.2　柱子拼接

• 8.3　柱脚

• 8.4　抗侧力构件与梁柱连接

9　钢结构防护

• 9.1　抗火设计

• 9.2　防腐蚀设计

10　施工与验收

• 10.1　一般规定

• 10.2　隐式框架柱构件的制作

• 10.3　隐式框架柱构件的施工

• 10.4　混凝土施工

附表A　轴心受压构件的稳定系数

附表B　标准火灾下受楼板侧向约束的H形钢梁的剩余承载力系数

附表C　标准火灾下宽矩形钢管混凝土柱的剩余承载力系数

本规程用词说明

引用标准名录

1　General provisions

2　Terms and symbols

• 2.1　Terms

• 2.2　Symbols

3　Materials

• 3.1　Steel

• 3.2　Connections and fasteners materials

• 3.3　Concrete

4　Basic requirements of design

• 4.1　Principles of design

• 4.2　Systems of structures

• 4.3　Check for structural deformation and comfort

• 4.4　Grades in seismic resistance

• 4.5　Performance design in seismic resistance of structure

5　Structural analysis

• 5.1　General requirements

• 5.2　Elastic analysis

• 5.3　Elasto-plastic analysis

6　Design of frame concealed within walls

• 6.1　Axially loaded members

• 6.2　Members under combined axial force and bending

• 6.3　Detailing design

• 6.4　Capacity design demand

• 6.5　Steel and composite beams with web opening

7　Design of lateral force-resisting members

• 7.1　Diagonal bracing

• 7.2　Steel plate shear wall

• 7.3　Buckling-restrained steel plate shear wall with transverse rib and concrete panel

• 7.4　Frame concealed within walls filled with RC shear wall

8　Design of joints

• 8.1　Beam-column joints

• 8.2　Splice of column

• 8.3　Column footing

• 8.4　Lateral force resisting members-beam joints

9　Protection of steel structures

• 9.1　Fire-resistance design

• 9.2　Corrosion prevention design

10　Erection and acceptance

• 10.1　General requirements

• 10.2　Fabrication of columns concealed within walls

• 10.3　Construction of column concealed within walls

• 10.4　Concrete construction

Appendix A　Stability coefficients of members under axial compression

Appendix B　Residual bearing capacity coefficient of H-shaped steel beam restrained laterally by floor slab under standard fire

Appendix C　Residual bearing capacity coefficient of deep concrete-filled steel tubular columns under standard fire

Explanation of wording in this specification

List of quoted standards