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ASME Press Select Proceedings
International Conference on Mechanical and Electrical Technology, 3rd, (ICMET-China 2011), Volumes 1–3
By
Yi Xie
Yi Xie
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ISBN:
9780791859810
No. of Pages:
906
Publisher:
ASME Press
Publication date:
2011

Single factory building is often used the structure of multi-span hinges bent, which made of roof trass, column and foundation. The connection of column top and layer frame is the welding of embedded parts, it can regarded as hinges, the column base and based are casted together, it can regarded as rigid connect. according to the angular displacement equation, multi-span hinges bent equal section column internal force calculation method and the equivalent sidesway rigidity of staircase column were studied. Lastly, the staircase axis internal force calculation method which based on the equivalent sidesway rigidity of staircase column calculation method is established.

Abstract
Key Words
1. Introduction
2. Equal Section Column's Internal Force Calculation Method
3. Equivalent Sidesway Rigidity of Staircase Column
4. Staircase Column Internal Force Calculation
5. Example
6. Conclusion
References
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