Citation: | Genshu Tong. Evolution of Notional Load Approach[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(7): 42-44. doi: 10.13206/j.gjgS23041022 |
[1] |
中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
|
[2] |
Bridge R Q,Clarke M J,Leon R T,et al.Effective length and notional load approach for assessing frame stability:implications for american steel design[M].Chicago:Task Committee on Effective Length,ASCE,1997.
|
[3] |
童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2015.
|
[4] |
European Committee for Standardization(ECS).Eurocode 3:design of steel structures-part 1-1:general rules and rules for buildings:EC 3-1-1[S].Brussels:ECS,2005.
|
[5] |
American Institute of Steel Construction (AISC).Specification for structural steel buildings:ANSI/AISC 360-16[S].Brussels:AISC,2016.
|
[6] |
童根树.钢结构与钢-混凝土组合结构设计方法[M].北京:中国建筑工业出版社,2022.
|