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1)  Frame joints with special-shaped column
异形柱框架节点
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2)  frame joints with special-shaped beam and column
异形梁柱框架节点
3)  T-shaped column frame joints
T形柱框架节点
1.
Non-linear FEA of mechanics behavior of T-shaped column frame joints;
T形柱框架节点受剪承载力的非线性有限元分析
4)  Joint of special-shaped column frame with decentralized steel bar from beam
分散式配筋梁异形柱框架节点
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5)  Corner joint in steel reinforced concrete (SRC) special-shaped column frame
型钢混凝土异形柱框架角节点
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6)  frame with special-shaped columns
异形柱框架
1.
A RC frame with special-shaped columns was tested under low cycle reversed loading.
先对钢筋混凝土异形柱框架进行低周反复加载直至破坏,然后用树脂混凝土快速修复,修复后72h再进行低周反复加载试验。
2.
Without considering the torsion of the whole structure, it is assumed that the special-shaped column in the R C frame is flexural failure under uniaxial eccentricity force, the calculation methods of the flexural strength and the shear strength of special-shaped columns in a storey for R C frame with special-shaped columns is put forward.
在不考虑结构整体扭转的前提下,假定异形柱框架结构中的异形柱为单向偏心受压且为弯曲型破坏,给出了异形柱正截面受弯承载力和异形柱框架结构楼层受剪承载力计算方法。
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补充资料：异形断面钢材(见异形断面型材)


异形断面钢材(见异形断面型材)
special section steel

，一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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