DocumentCode
3171030
Title
Analysis of the main factors on the shear strength of the RC frame joints
Author
Guodong, Zhao ; Shuangyin, Cao ; Xilin, Lu
Author_Institution
Shandong Province Acad. of Building Res., Inst. of Eng. Mech., Jinan, China
fYear
2011
fDate
16-18 April 2011
Firstpage
2951
Lastpage
2954
Abstract
In the earthquake, the beam-column joints with adequate strength and deformation is the key point to guarantee the overall seismic performance of the frame structures. View of their key role in the frame, it is necessary to systematically analysis on the shear strength. Based on the collection of test results on the seismic performance of the joints during the past few decades, the main factors, such as concrete strength, axial load ratio, transverse reinforcement characteristic values, beam bar bond index, shear compression ratio and longitudinal reinforcement ratio of column, were compared and analyzed to improve the performance of the joints.
Keywords
beams (structures); compressive strength; construction components; earthquake engineering; reinforced concrete; shear deformation; shear strength; structural engineering; RC frame joints; axial load ratio; beam bar bond index; beam column joints; concrete strength; deformation; frame structures; longitudinal reinforcement ratio; seismic performance; shear compression ratio; shear strength; transverse reinforcement characteristic values; Concrete; Design methodology; Earthquakes; Indexes; Joints; Presses; axial load ratio; beam-column joint; seismic performance; shear strength;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769400
Filename
5769400
Link To Document