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1)  different shape frame
异形框架
1.
Causation of interstice analysis and manage measure in some different shape frame apartment building structure walls;
异形框架住宅楼墙体裂缝原因分析及处理措施
2)  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。
3)  R C special-shaped frame columns
异形框架柱
4)  special-shaped frame beam
异形框架梁
5)  special-shaped column frame structure
异形柱框架结构
1.
The author introduced the collocation and force characteristics of special-shaped column frame structure,analyzed the modeling and calculation.
介绍了异形柱框架结构体系的结构布置及受力特点,并对建模及计算作了分析,根据几个地方规程阐述了异形柱结构的有关规定及构造,提出了设计中的轴压比控制、配筋构造等需要注意的几个问题。
6)  3D-frame with special-section column
空间异形柱框架
1.
Nonlinear finite analysis of 3D-frame with special-section column is proposed based on results of studies on special-section column and fundamental theory such as nonlinear mechanics of reinforced-concrete.
基于现有异形柱的研究成果与有关钢筋混凝土非线性力学等基本理论,对空间异形柱框架结构的非线性有限元分析方法进行了深入研究。
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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