1.
Sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
GB/T3632-1995钢结构用扭剪型高强度螺栓连接副
2.
Dynamic Properties of Lanzhou Loess under Dynamic Torsional Shear
动扭剪荷载作用下兰州黄土动力特性试验研究
3.
Analysis of flow characteristics of dynamic torsional tests on post liquefied sand
动扭剪试验中砂土液化后流动特性分析
4.
Torsional shear-high-strength bolts should all shake their heads to finally shake off the tail end of Plum, not omission.
扭剪型高强螺栓应全部拧掉尾部梅花头为终拧结束,不准遗漏.
5.
Technical requirement for sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
GB/T3633-1995钢结构用扭剪型高强度螺栓连接副技术条件
6.
Reason for Low Tight Axle Strength of 10.9S Sets of Torshear Type High Strength Bolt for Steel Structures
钢结构用10.9S扭剪型高强螺栓连接副紧固轴力偏低原因分析
7.
Test study on the applying of pre-stressed anti-torsion steel bars in members under bending,shearing and trosion
弯剪扭构件采用预应力筋抗扭的实验研究
8.
Rectangle blade with four functional cutting edges is very durable.
◆ 剪切角可调，减少板料扭曲变形。
9.
The Study of Computer Detection and Control Technique for the Universal Triaxial and Torsional Shear Apparatus;
三轴—扭转剪切仪微机测控技术研究
10.
FLEXURAL-TORSIONAL ANALYSIS OF CURVED BOX-GIRDERS WITH THE CONSIDERATION OF THE SHEAR LAG EFFECT
曲线箱梁考虑剪滞效应时的弯扭分析
11.
Experimental Study on Torsional Behavior of CFS Strengthing RC Box Beams Subjected to Combined Action of Bending-Shear-Torsion;
CFS加固弯剪扭复合受力的钢筋混凝土箱梁抗扭性能的试验研究
12.
Layout of Multi-tall Frame-shear Structure Lateral Stiffness on Anti-shear-torsion Characteristic Effect;
多高层框架—剪力墙结构抗侧力构件平面布置对抗剪扭性能的影响
13.
Flexural-torsional analysis of thin-walled curved box girders with shear lag and secondary shear deformation in restraint torsion
考虑剪滞变形及约束扭转二次剪切变形影响时薄壁曲线箱梁的挠曲扭转分析
14.
Testing method for torsional shear strength of doedl joint by inorganic adhesives
GB/T14903-1994无机胶粘剂套接扭转剪切强度试验方法
15.
Investigation of shear strength and modulus of fresh water ice by torsional tests
用扭转试验研究淡水冰的剪切强度及模量
16.
A new method of explaining the deduction of the shear stress formula in circular bars torsion;
讲授“圆轴扭转时剪应力公式推导”的一种新方法
17.
Influence of transverse crack model on shafting's torsional shear stress
轴系横向裂纹模型对其扭转剪应力的影响
18.
Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure.
在等截面杆件中，剪应力和剪应变可以由扭矩引起，或者由变曲相关的剪力引起。