| 1. | Peak - value responses of structures subjected non - stationary differential random ground excitations
剪切型非线性滞迟系统随机地震响应的虚拟激励分析 |
| 2. | The governing equations were derived for laminated plates incorporating shear - mode piezoelectric actuators from hamilton ' s principle
采用哈密顿原理导出带剪切型压电激励器的层合板的控制方程。 |
| 3. | Therefore , shear deformation theories play an important role in smart composites with thickness shear actuators
因此，对于厚度剪切型激励器，剪切变形理论的选取对于板变形结果的好坏有重要的作用。 |
| 4. | There are two fracture modes ? void - mode fracture and shear - mode fracture in i - ii mixed - mode fracture of ductile metal
韧性金属材料在发生?复合型裂纹断裂时，存在韧窝型和集中剪切型两种断裂模式。 |
| 5. | Study two kinds of fracture modes of i - ii complex ductile fracture of metal under room temperature and positive triaxiality
本文对金属材料?复合型韧性断裂存在的韧窝型和剪切型两种断裂模式进行了讨论。 |
| 6. | The main purpose of this paper is to analyze the effect of the viscous shearing damper used to control the vibration of cables of the cable stayed - bridge
本论文的主要目的是分析评价斜拉索采用的粘性剪切型阻尼器的减振效果。 |
| 7. | 3 ) according to test study and theoretical analysis , the paper suggested different mechanical models for different stages . ( 1 ) elastic stage
3 )在试验研究及理论分析的基础上，提出了墙体在不同阶段所采取的力学模型以描述剪切型破坏墙体的全过程受力特点。 |
| 8. | And the viscous dampers " optimum installation in structure is carried out . the equations of motion of an eccentric building with viscous dampers under earthquake actions are established
采用剪切型平扭模型，建立了地震作用下具有粘滞阻尼器偏心结构的平扭耦联运动方程。 |
| 9. | It has been analyzed the vibration status and energy response of a five - floor shear structure with and without fps isolator using the finite element program
摘要以一个摩擦摆隔震五层剪切型结构为例，采用有限元分析程序，计算分析了隔震与非隔震上部结构振动状态和能量响应规律。 |
| 10. | There is a criteria triaxiality , which is a material constant , which when triaxiality of material is larger than the fracture belongs to void - mode , and in reverse , belongs to shear - mode
存在材料常数? ?临界应力三轴度，材料内应力三轴度高于临界值时，断裂为韧窝型的，反之，为剪切型的。 |
