首页> 外文期刊>Structural engineering earthquake engineering >ULTIMATE STRENGTH OF T-SHAPED AND CROSS-SHAPED SOCKET JOINTS BETWEEN STEEL BEAM AND CONCRETE-FILLED STEEL TUBULAR COLUMN
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ULTIMATE STRENGTH OF T-SHAPED AND CROSS-SHAPED SOCKET JOINTS BETWEEN STEEL BEAM AND CONCRETE-FILLED STEEL TUBULAR COLUMN

机译:钢梁与钢管混凝土柱之间的T形和十字形插座的极限强度

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摘要

The authors have proposed an equation for estimating the ultimate strength of T-shaped socket joints. However, the effect of cyclic loading and external diagphragms, applicability to the cross-shaped joint and other issues must be verified. Therefore, the static loading tests by using the T-shaped joint specimens were carried out in order to investigate the effects of loading method and the diaphragm. Monotonic static loading tests by using the cross-shaped joint specimens were also carried out. The test results indicate that the loading method and the diaphragm affect the ultimate strength, and that the application of the proposed method to the cross-shaped joint is promising.
机译:作者提出了一个方程,用于估算T形承插接头的极限强度。但是,必须验证循环载荷和外部隔膜的影响,对十字形接头的适用性以及其他问题。因此,采用T形接头试件进行了静载荷试验,以研究载荷方法和膜片的影响。还使用十字形接头试样进行了单调静载荷试验。测试结果表明,加载方法和膜片会影响极限强度,并且该方法在十字形接头上的应用前景广阔。

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