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《Journal of Building Structures》 2001-01
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Cyclic-loading Performance of Steel Beam-to-column Moment Connections

SONG Zhensen, GU Qiang, GUO Bing (College of Civil Engineering, Xi'an University of Architecture and Technologe, Xi'an 710055, China)  
In order to investigate the seismic behavior of the steel beam- to- column moment, cyclic- loading tests were conducted on six large- scale welded flange- bolted web and full welded steel beam- to- column moment connections, a constant axial force was applied at the end of the column during the test. Results of the experiment showed that such connections didn't have enough ductility, the results also showed that the ductility of the full weld connections were better than the welded flange- bolted web ones, and connections with weaker panel zone could develop larger plastic deformation. Weld quality appears to have crucial influence on the response of the specimens. Finally, suggestion on design and fabrication based on the results of experiment are presented.
【Fund】: 国家自然科学基金!(59978041)资助项目
【CateGory Index】: TU391
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