force, shear meaning in English
切力
Examples
- Transfer - beams withstand the tension force , shearing force and moment from the upper pier . when there are more short - piers in
最后,总结了框支剪力墙结构设计过程中应该注意的一些问题。 - The dry gluten content were significantly correlative with cohesiveness , significantly correlative with resilience , shear force , shear stress , dry weight and protein losses , dry material absorption of the noodles
干面筋含量与面条的粘结性呈高度显著正相关；与面条的回复性、剪切力、剪切应力呈显著正相关；与面条的干物质吸水率、干物质损失率、蛋白质损失率呈显著负相关。 - The tension force , shear forces ( including pushing force , cutting force and friction force ) , impulse force , hydrodynamic drag on the suction pipes , and the force resulted from the pressure difference , etc , are the main forces for detail discussion in this paper
详细讨论了主要作用力：在波浪补偿器作用下的缆绳拉力、耙头与海床间的土壤剪切力、作用在耙吸管上的水流阻力及由于压力差在耙头处产生的推动力等。 - 3 . the action of main affected factors , such as axial force , shear - span ratio , transverse reinforcement amount and so on , are described in detail to study the shear behavior and mechanism of columns under cyclic load . 4 . the shear contribution of concrete and transverse reinforcement as to the increasing of columns * displacement ductility level is also investigated
详细地分析了位移延性、循环次数以及剪跨比、轴压比及配箍特征值等因素对框架柱构件骨架曲线、荷载退化曲线、刚度退化曲线及构件滞回性能等的影响，得出了反复荷载下框架柱塑性铰区域剪切受力性能的众多试验研究结果。 - By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames . also it forms the framework of subassemblage and prestressed concrete frames , and explores a new way for industrial production of prestressed structures . by analyzing this system , a series of conclusion are provided , incluing modulation of bending moment produced by vertical loads within beam end , secondary internal forces produced by pretress force , shear resistance of the end of beams , the influence of lateral restrains . theresearch results of this paper are proved to be practical . some advices are also brought forward on the design process
后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。本文针对预压装配式预应力混凝土框架，从竖向荷载作用下的梁端弯矩调幅、施加预应力在框架中产生的次内力、梁端抗剪承载力、考虑侧限的无侧移框架的承载力分析四个方面对该种装配式结构体系的性能做了详细的研究。