| 1. | Draw the element for maximum shear stress and mark values of all stresses .
画出最大剪应力的单元体并标出全部应力值。 |
| 2. | In developing equations for maximum shear stresses, the special case will be considered .
在导出最大剪应力表达式时，将考虑一种特殊情况。 |
| 3. | The maximum shearing stress to which the material is subjected has a value equal to the radius of the circle .
材料承受的最大剪断应力数值等于圆的半径。 |
| 4. | Maximum shear strain
最大剪应变 |
| 5. | The results showed that most multiaxial fatigue cracks were initiated and propagated along the direction of maximum shear plane or on the direction perpendicular to the tubular specimen ' s axis
研究表明，多轴疲劳裂纹主要是沿最大剪切平面或垂直于管形试样的轴线方向扩展。 |
| 6. | It is shown that distribution of dynamic response of dam is mainly alike . the maximum acceleration , the maximum displacement and the maximum shear stress are different obviously
可以看出，两种方法算得的坝体动力反应分布规律基本一致，但坝体的峰值加速度、峰值位移及峰值动剪应力等均有明显的差别。 |
| 7. | The information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
摘要利用坐标变换法证明了一般三维塑性流动问题任意点应力状态，可以完全由三维最大剪应力迹线上的信息确定，进而利用共斜面法给出了三维塑性流动问题沿最大剪应力迹线正应力的变化规律。 |
| 8. | Abstract : the information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
文摘:利用坐标变换法证明了一般三维塑性流动问题任意点应力状态，可以完全由三维最大剪应力迹线上的信息确定，进而利用共斜面法给出了三维塑性流动问题沿最大剪应力迹线正应力的变化规律。 |
| 9. | At this background , though coupling beams with the small ratio of the span to depth have no sufficient test results , in order to satisfy the needs of engineering design , the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) still adopt the design method of decreasing the maximum shear force and increasing the quantity of stirrups . but in china code for design of concrete structures ( gb 50010 - 2002 ) the content of seismic design methods for these kinds of coupling beams continue to be blank
在这一背景下， 《高层建筑混凝土结构技术规程》 ( jgj3 - 2002 )为了满足工程设计需要，对小跨高比连梁在没有充分试验结果的情况下，仍采用降低最大作用剪力和提高箍筋用量的设计方法(虽然这种方法已被国外试验证明在跨高比小于1 . 50的连梁中是肯定不能保证延性要求的) ，而《混凝土结构设计规范》 ( gb50010 - 2002 )则把这部分内容继续留作空缺。 |
| 10. | Panel zones usually are very ductile elements capable of undergoing severe inelastic strain reversal without a decrease in strength . maximum strength and stiffness of frames is attained when all joints are design for the maximum shear force that can be developed based on the strength capacity of the members framing into joint
可以说整个框架的强度、刚度很大程度上依靠节点域的抗剪性能，通过加设补强板的方法，可以改善框架在侧向力作用下的承载力，刚度和抗震性能。 |
