Proposed in this paper is an approach of evaluating the elastic buckling loads for multi-storey unbraced steel frames subjected to variable loading or non-proportional loading. In the case of variable loading, the conventional assumption of proportional loading is abandoned, and different load patte
โฆ LIBER โฆ
Behaviour of a multi-storey steel framed building subjected to fire attack
โ Scribed by M.A O'Connor; D.M Martin
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 69 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Stability of multi-storey unbraced steel
โ
L. Xu; X.H. Wang
๐
Article
๐
2007
๐
Elsevier Science
๐
English
โ 694 KB
Development of computer software to simu
โ
C.G. Bailey
๐
Article
๐
1998
๐
Elsevier Science
๐
English
โ 994 KB
This paper describes the development of computer software capable of simulating the structural response of steelframed buildings in ยฎre. The ยฎrst part of the paper deals with the basic non-linear formulation of the program, which allows the three-dimensional response of steel members at elevated tem