Economic aspect of square hollow section (SHS) in the design of multi-storey unbraced steel frame
In this study, the square hollow section (SHS) is used as vertical member in the design of multi-storey unbraced steel frame. The wind moment method is adopted in this study for the analysis and design. The square hollow section (SHS) is chosen as the column of the steel frame due to its high rigidi...
Saved in:
主要作者: | Lau, Hui Hie |
---|---|
格式: | Thesis |
出版: |
2013
|
主題: | |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
The application of braced and unbraced frames in reinforced concrete structures
由: Bakhtiar, Nur Wahida
出版: (2014) -
Beam-to-column connection using hollow steel section for precast concrete frames
由: Majid, Mohamad Zaki
出版: (2010) -
Stability of a six storey steel frame structure
由: Salehuddin, Shamshinar
出版: (2011) -
Behaviour of columns on semi-rigid joint for unbraced frame bending on major axis
由: Goh, Lee Hian
出版: (2002) -
Comparison between BS 5950: part 1: 2000 & Eurocode 3 for the design of multi-storey braced steel frame
由: Chan, Chee Han
出版: (2006)