《Table 2 Yield sequence of steel》

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《交错桁架体系RC柱与桁架连接节点受力性能分析》

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The stress nephogram of the joint at the peak load under different w orking conditions is show n in Fig.7.And the yield sequence of steel is show n in Table 2.The analysis results indicate that the internal force of the member can be transferred to the corbel or embedded steel plate through the gusset plate and then transferred to the column through the anchor bars，demonstrating that the joint is designed reasonably w ith a clear force transfer path.All kinds of members yield before of reinforcement w ithin the joint region，meeting the design requirement of“strong joint and weak member”.The material strength of the chord and web is better used in the case where the horizontal displacement of the chord is restricted despite of a low er degree of reinforcement stress development in the RC column.