Most beam - column connections used in multi - story frames are semirigid joints.
半刚性 连接是目前高层钢结构建筑中常用的一种梁柱连接形式.
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The beam - column connections have important effect on the popular of the new type structure.
作为一种应用前景广阔的新型结构形式,其梁柱连接直接影响这种新型结构的进一步推广.
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Synchronously, some design advices about the beam - column joint and construction are put forward.
同时, 还对加固中节点的设计及施工方法提出了一些简单的建议.
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Beam - column joints are important components that transmit loads in a reinforced concrete structure.
梁柱节点是钢筋混凝土框架中荷载传递的重要部位.
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The results show that the prestressed concrete frame beam - column subassemblages has better seismic performance.
研究结果表明,预压装配式预应力混凝土框架具有良好的抗震性能.
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Tower and deck segments are modeled with muti - slice fiber beam - column elements base on flexibility method.
塔和主梁采用基于柔度法的纤维梁柱单元模型,拉索采用索单元模型.
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The geometrical nonlinearities includes cable sag effect, beam - column effect and large displacement effect.
程序DNFEA在几何非线性方面,可以考虑垂度效应 、 梁柱效应和大位移效应,在材料非线性方面,可以考虑钢管混凝土、普通混凝土和钢材的非线性特性.
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With Continuous Beam Column Theory, the mechanics features of offset - axes BHA in 2 - D hole are analyzed.
文章运用纵横弯曲连续梁理论, 分析井斜平面二 维 井眼中的偏轴钻具组合的力学特性.
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