1) shear capacity
抗剪能力
1.
The relationship between nonmagnetic induced shear capacity and the magnetic induced shear capacity of magnetron granular was established based on Mohr-Coulomb s failure criterion,magnetic dipole and elasticity theory.
基于莫尔-库伦破坏准则、磁偶极子、弹性力学等理论,推导出铁磁散体的非磁致抗剪能力和磁致抗剪能力的关系式,建立了铁磁散体在磁场作用下的抗剪能力模型(理想状态),并采用实验手段进行了理论模型的修正。
2) Anti-Cutting Ability
抗剪裁能力
3) shear carrying capacity
抗剪承载能力
1.
The aseismic behavior and shear carrying capacity of this wall are analyzed presenting the formula for calculating the shear carrying capacity.
分析了这种剪力墙抗震性能和斜截面抗剪承载能力 。
4) shear mechanical property
抗剪受力性能
1.
Through measuring deflection and strain of test girder under static loading,shear mechanical property of this type of box girder was analyzed.
通过测试模型梁在静力荷载作用下的挠度和应变,研究了该桥型的抗剪受力性能。
5) interface anti-shear ability
界面抗剪能力
6) shear resistance behavior
抗剪静力性能
1.
In this paper the research on shear resistance behavior of two-side connected steel -plate shear wall (SPSW) was carried out by using the finite element software,ANSYS.
研究预制混凝土板厚度 t_c、混凝土强度等级、钢板的高厚比λ和跨高比β对两边连接钢板组合剪力墙抗剪静力性能的影响,分析其受力机理和破坏模式。
2.
The numerical simulation and analysis of shear resistance behavior of two-side connected steel-plate shear wall(SPSW) was carried out by the finite element software ANSYS.
通过对单跨多层两边连接钢板剪力墙在单向荷载作用下的受力特点进行分析,提出、建立并验证等效简化计算模型;研究两边连接钢板剪力墙的受力机理和破坏模式,分析钢板高厚比λ和跨高比β对两边连接钢板剪力墙抗剪静力性能的影响,探讨框架梁的受力特点。
补充资料：继电保护设备抗干扰能力
继电保护设备抗干扰能力
interference withstand capability of protec-tive relays and relay systems
J一d一on boohu shebel kangganrao neng(-越电保护设t抗千扰能力(interfereneewithstand ea邵bility of proteetiverelay systems)relays and见变电所二次回路干扰。
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