DocumentCode :
3245683
Title :
The defects of reflecting stiffness contribution of infill wall by period reduction
Author :
Yumei, Cheng
Author_Institution :
Coll. of Storage & Transp. & Archit. Eng., China Univ. of Pet., Qingdao, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2722
Lastpage :
2724
Abstract :
The infill wall impact on subject structure mostly is the effect of infill wall stiffness. The conventional design method is using the period shortening to consider the effect of infill wall stiffness. For it is too vague, this method didn´t consider the differences of the number of infill wall impact to frame structure, and the differences of location on the same floor also not been considered Because the difference is hard to consider, this article try hard to come up the frame structure conceptual design that considering the differences based on the practical project.
Keywords :
design engineering; elasticity; floors; structural engineering; walls; floor; frame structure conceptual design; infill wall impact; period reduction; period shortening; reflecting stiffness contribution; Concrete; Design methodology; Explosions; Floors; Petroleum; Transportation; Infill wall; conceptual design; period; stiffness contribution;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775694
Filename :
5775694
Link To Document :
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