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《Structural Engineers》 2003-04
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Discussion for the Improvement of Seismic Performance of Beam-column Welded Connection in Steel Structures

WANG Lijun ZHANG Junbao (Tianjin University, Tianjin 300072)  
It is an important content of seismic design for steel structures to improve the performance resisting to earthquake of beam-column welded connections. The earthquakes in Northridge, America and Koba, Japan manifest that in order to prevent beam-column connections from brittle destruction born of the welds in earthquake, it should be paid attention in design to lower the stress concentration at connection welds, ameliorate the loaded situation for weld, to absorb the seismic energy by use of plastic reservation possessed by steel beams, and to choose the welding material, the toughness of which reaches the requirements in standard corresponding to characteristics of seismic loading and demands resisting to earthquake. It should also be took into account to eliminated the various kinds of stress concentration at connection welds in fabrication and installation, including dealing with weld tabs and the backing-bar appropriately.
【CateGory Index】: TU391
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