2　术语和符号

• 2.1　术语

• 2.2　符号

4　抗连续倒塌

• 4.1　一般规定

• 4.2　概念设计

• 4.3　拉结构件法

• 4.4　拆除构件法

• 4.5　局部加强法

• 4.6　混凝土结构

• 4.7　钢结构和组合结构

• 4.8　空间结构

5　抗地震倒塌

• 5.1　一般规定

• 5.2　地震作用

• 5.3　抗地震倒塌计算

• 5.4　地震倒塌判别

• 5.5　钢筋混凝土结构抗地震倒塌措施

• 5.6　砌体结构抗地震倒塌措施

6　抗火灾倒塌

• 6.1　一般规定

• 6.2　火灾作用

• 6.3　结构计算

• 6.4　拆除构件法

• 6.5　受火全过程分析法

• 6.6　提高抗火灾倒塌能力措施

7　抗爆炸倒塌

• 7.1　一般规定

• 7.2　概念设计与构造措施

• 7.3　抗爆炸倒塌计算

8　建造阶段及加固改造过程抗倒塌

• 8.1　一般规定

• 8.2　建造阶段抗倒塌

• 8.3　加固改造过程抗倒塌

附录A　构件模型和构件性能点

• A.1　材料本构模型

• A.2　构件性能点

• A.3　构件损伤等级

附录E　等效线性化方法

• E.1　适用范围

• E.2　计算方法

2　Terms and symbols

• 2.1　Terms

• 2.2　Symbols

4　Anti-progressive collapse design

• 4.1　General requirements

• 4.2　General design

• 4.3　Tie force method

• 4.4　Alternate path method

• 4.5　Enhanced local resistance method

• 4.6　Concrete structures

• 4.7　Steel structures and composite structures

• 4.8　Spatial structures

5　Anti-seismic collapse design

• 5.1　General requirements

• 5.2　Earthquake action

• 5.3　Anti-seismic collapse calculation

• 5.4　Seismic collapse assessment

• 5.5　Anti-seismic collapse measures for reinforced concrete structures

• 5.6　Anti-seismic collapse measures for masonry structures

6　Anti-fire collapse design

• 6.1　General requirements

• 6.2　Fire action

• 6.3　Structural calculation

• 6.4　Alternate path method

• 6.5　Whole procedure analysis method under fire action

• 6.6　Enhancing anti-fire collapse capacity measures

7　Anti-explosion collapse design

• 7.1　General requirements

• 7.2　Concept design and detailing

• 7.3　Anti-explosion collapse calculation

8　Anti-collapse design at construction stage，strengthening and renovation stage

• 8.1　General requirements

• 8.2　Anti-collapse design at construction stage of structures

• 8.3　Anti-collapse design at strengthening and renovation stage of structures

Appendix A　Structural member model and structural member limit states

Appendix E　Equivalent linearization method