1) reliability based integrated design
结构整体承载极限状态
2) plastic stage
承载极限状态
1.
As to the composite beams,the nonlinear finite element method combined with the experiment is used to compare differences of the effective width of composite beams in the elastic stage and plastic stage,and also to analyze the effects of the width-span rate,layout of peg and load operation on effective width.
针对简支组合梁,采用非线性有限元方法结合试验比较有效宽度在承载极限状态下及弹性状态下的区别,分析宽跨比、栓钉布置、加载形式等主要因素对有效宽度的影响程度,提出组合梁极限状态下有效宽度取值及不同栓钉布置情况下的取值方法,可供工程设计人员参考。
3) limit state of bearing capacity
承载力极限状态
1.
Theoretical analysis and experimental study on pile-soil ratio under limit state of bearing capacity;
承载力极限状态下桩土应力比的理论分析及试验研究
5) structural ultimate bearing capacity
结构极限承载力
1.
As the shearing deformation is considered, the analysis methods for steel frame structure are put forward based on the structural ultimate bearing capacity, which is on the basis of second order inelasticity analysis for steel structure.
提出的二阶精细化塑性铰法进行修正,进而建立以二阶非弹性分析为基础的基于结构极限承载力的钢框架结构分析方法。
6) ultimate limit state
承载能力极限状态
1.
Design of beams for semi-rigid composite frames at ultimate limit state under vertical loads;
竖向荷载下半刚性连接组合框架梁的承载能力极限状态设计
2.
This text has studied concrete beam bridge component assessment method and standard of the safety and reliability under the ultimate limit state which had applicated the reliability theory.
本文基于可靠度理论,研究了混凝土梁式桥构件在承载能力极限状态下安全可靠性评估方法和评估标准。
补充资料：侧向极限承载强度
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