外露式刚接柱脚,open rigid column base connection
1)open rigid column base connection外露式刚接柱脚
1.Discussion about design method of anchor bolts ofopen 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
英文短句/例句
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.Influence Study on the Restrain of Pin-connected Plate Column Base to In-Plane Stability of Portal Frame;平板式铰接柱脚约束对变截面门式刚架平面内稳定承载力影响研究
3.The Caculation and Analyse about the Column Soleplate stress and the Anchor Bolt tension of the Portal Frame s Platform Rigid Column Heel;门式刚架平板式刚性柱脚锚栓拉力和底板应力的计算分析
4.Rotational Stiffness of Plated Column Base and Effective Length of Columns平板柱脚的转动刚度和柱的计算长度
5.Study on Joint of Concrete-Filled Square Steel Tube and H-Shaped Steel Beam方钢管混凝土柱-H型钢梁外环板刚接节点研究
6.Study on the In-Plane Stability of Residual Stresses Portal Frame on Rotationally Restricted Simple Column Feet;残余应力及柱脚转动约束对门式刚架平面内稳定承载力影响研究
7.Study on the Stability in Plane of Portal Frame with Rotational Restriction of Simple Column Base;简易柱脚转动约束对变截面门式刚架平面内稳定承载力影响研究
8.Experiment on Rigid Beam-Column Connections of Steel Structures with Side-Plate Reinforced Beam Flanges;钢结构侧板加强式刚性梁柱连接试验研究
9.The Research on Mechanical Behavior of the Light Steel Portal Frame Bean-column Joints轻钢门式刚架梁柱连接节点受力性能研究
10.Experimental research on semi-rigid joints of honeycomb steelwelded compound ring stirrups columns蜂窝梁-焊接环式箍筋柱半刚性节点试验研究
11.Experimental Study on Behavior of Semi-Embedded Type CFT Column Base;钢管混凝土外包式柱脚节点性能试验研究
12.The Analysis of Portal Frame Column by the Crane Beam s Partiality Influence Outside the Plane;吊车梁平面外偏心对门式刚架柱的影响分析
13.Theoretical Model for the Initial Stiffness of Outer-shell Beam-column Connection外套管式梁柱节点初始刚度的理论计算模型
14.Experiment on Welded Flange Plate (WFP) Reinforced Conneciion钢结构焊接翼缘板加强式梁柱刚性连接的试验研究
15.Study on Load-Carrying Capacity of New Concrete-Filled Square Tubular Column to Steel Beam Connections with Anchorages;新型方钢管混凝土柱—钢梁锚定式刚接节点的承载力性能研究
16.Calculation method of initial stiffness for reinforced panel zones in beam-to-column connections加强式梁柱连接节点域初始刚度的计算方法研究
17.Extended End-plate Bolted Connections Performance Study of Steel Frame Structure;钢结构梁柱外伸式端板螺栓连接节点性能研究
18.PROBING INTO COMPUTATIONAL METHOD ON SHEAR-CARRYING CAPACITY OF STEEL COLUMN BASE露出型钢柱脚抗剪承载力计算方法探讨
相关短句/例句
open column base外露式柱脚
1.The results showed that theopen 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
延伸阅读
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
