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:
Main Author: | Lau, Hui Hie |
---|---|
Format: | Thesis |
Published: |
2013
|
Subjects: | |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The application of braced and unbraced frames in reinforced concrete structures
by: Bakhtiar, Nur Wahida
Published: (2014) -
Beam-to-column connection using hollow steel section for precast concrete frames
by: Majid, Mohamad Zaki
Published: (2010) -
Stability of a six storey steel frame structure
by: Salehuddin, Shamshinar
Published: (2011) -
Behaviour of columns on semi-rigid joint for unbraced frame bending on major axis
by: Goh, Lee Hian
Published: (2002) -
Comparison between BS 5950: part 1: 2000 & Eurocode 3 for the design of multi-storey braced steel frame
by: Chan, Chee Han
Published: (2006)