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1)  open rigid column base connection
外露式刚接柱脚
1.
Discussion about design method of anchor bolts of open rigid column base connection subjected to combined axial force and biaxial bending moment
双向受弯外露式刚接柱脚锚栓设计方法讨论
2)  open column base
外露式柱脚
1.
The results showed that the open column base possessed comparatively higher yield load and ultimate bearing capacity and favourable energy-consumption property,and when the column was subjected to greater shear load with not high antiseismic demands,it was beneficial to take this form of column base.
为了提高外露式柱脚在地震作用下设计的可靠性,利用ANSYS有限元软件对外露式柱脚连接节点的抗震性能进行了数值模拟研究,分析了其在往复荷载作用下的滞回特性和延性。
3)  encased column base
露出外包式柱脚
4)  solid wall pedsetal of rigid coupling
整体式刚接柱脚
5)  Fixed column base
刚接柱脚
1.
For a long time there have no lucubrate about the peculiarity and fracture mechanism of steel structure fixed column base.
采用考虑接触问题的有限元法对部分露出型刚接柱脚的整体变形进行分析。
6)  pin-ended portal frame
铰接式柱脚门形刚架
补充资料:钢管混凝土柱刚架结构


钢管混凝土柱刚架结构


撇 钢管混凝土柱刚架结构
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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