DocumentCode
2111175
Title
Research and test on RC Non-cap slab-column connections with prestressed steel
Author
Wang, Sijiang ; Zhu, Shan ; Zhang, Danyang
Author_Institution
Coll. of Constr. Eng., JiLin Univ., Changchun, China
fYear
2012
fDate
21-23 April 2012
Firstpage
478
Lastpage
481
Abstract
Strengthening RC Non-cap slab-column connections with prestressed steel and Comparing hysteresis curve and the steel stress of slap-column between prestressed steel and ordinary slap-column through experimental method, it can get this result, the hysteresis curve of prestressed slap-column is fuller, seismic capacity is stronger, ultimate load is bigger.
Keywords
construction components; earthquake engineering; reinforced concrete; slabs; steel; tensile strength; tensile testing; RC noncap slab-column connection strengthening; hysteresis curve; prestressed slap column; prestressed steel; seismic capacity; steel stress; ultimate load; Buildings; Design methodology; Educational institutions; Hysteresis; Loading; Steel; Stress; Slap-column connections with prestressed steel; prestressed; seismic; strengthening;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2012 2nd International Conference on
Conference_Location
Yichang
Print_ISBN
978-1-4577-1414-6
Type
conf
DOI
10.1109/CECNet.2012.6201422
Filename
6201422
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