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Abstract：
In this paper, the mechanical behavior of the steel reinforced concrete column and steel beam joints is studied. The tests of the steel reinforced concrete column and steel beam joints under the cyclic reversed loading are carried out. In the pseudo static tests of the middle joint and border joint, the failure modes, the load-carrying capacity, the ductility, the hysteresis loops and the stress transfer mechanism of the joints under seismic loads are investigated.
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Source ：
Journal of Earthquake Engineering and Engineering Vibration
ISSN： 1000-1301
CN： 23-1157/P
Year： 2003
Issue： 2
Volume： 23
Page： 45-50
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SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 4
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