1) limit supporting capacity
极限承载力大小
2) ultimate bearing capacity
极限承载力
1.
Determining and forecasting ultimate bearing capacity of pile based on cusp catastrophe theory;
基于尖点突变理论的基桩极限承载力判定及预测
2.
The application of Grey Theory in the prediction of pile ultimate bearing capacity;
灰色理论在单桩极限承载力预测中的应用
3.
Analysis of ultimate bearing capacity of spatial steel tubular joint;
空间圆钢管相贯节点极限承载力分析
3) ultimate load-carrying capacity
极限承载力
1.
Rametric study of the ultimate load-carrying capacity of a concrete-filled steel tubular arch bridge;
钢管混凝土拱桥极限承载力的参数研究
2.
Finite element methods on ultimate load-carrying capacity of CFST dumbbell shaped short columns under axial loads;
钢管混凝土哑铃型轴压构件极限承载力有限元分析
3.
Finite element analysis on the ultimate load-carrying capacity of portal frame of light-weight steel structure at vertical symmetrical load;
竖向均载下轻钢门式刚架极限承载力有限元分析
4) ultimate load
极限承载力
1.
Precasting ultimate load of single pile with gray system theortical model;
灰色模型预测单桩竖向极限承载力
2.
Modified lattice method for ultimate load-carrying capacity of dumbbell shaped concrete filled steel tubular eccentrically-loaded stub columns;
钢管混凝土哑铃形偏心受压短柱极限承载力的修正格构式算法
3.
Analysis of the Ultimate Load for Long Span Cable-Stayed Bridge with a Plate-Truss Composite Beam;
大跨度板桁结合主梁斜拉桥极限承载力分析
5) ultimate strength
极限承载力
1.
A practical mechanical model for the analysis of ultimate strength of dent-damaged tubular structures;
带有损伤杆件的钢管结构极限承载力计算的实用力学模型
2.
Modification on analysis models of ultimate strength of RC shear wall with opening;
钢筋混凝土开洞剪力墙极限承载力分析模型的改进
3.
Nonlinear finite element analysis of ultimate strength of cast-steel joints;
铸钢支座节点极限承载力的非线性有限元分析
6) Ultimate capacity
极限承载力
1.
The ultimate capacity study of "V" model pier steel tube concrete arched bridge on the line for passenger transport railway;
客运专线中“V”型钢管混凝土拱桥极限承载力研究
2.
Experiment on ultimate capacity of columns confined with CFRP laminates;
GFRP片材约束柱极限承载力试验
3.
Finite element parametric analysis and design formula of ultimate capacity for overlapped CHS KK-joint with two chords;
空间KK型双弦杆圆钢管搭接节点有限元参数分析与极限承载力计算公式
补充资料：极限承载强度
分子式：
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条