爆炸
发表于 2025-3-25 03:38:58
http://reply.papertrans.cn/29/2841/284053/284053_21.png
Charitable
发表于 2025-3-25 10:23:58
http://reply.papertrans.cn/29/2841/284053/284053_22.png
charisma
发表于 2025-3-25 12:47:31
Yusuke Inoue,Tomoyuki Yokota,Yoshiaki Takewanlinear properties of the mechanical joint. This hypothesis is investigated using experimental impact hammer testing methods in order to understand the extent to which alteration in the boundary conditions and far-field structure change the interface properties as well as the underlying mechanics du
COST
发表于 2025-3-25 19:23:58
Sandra L. Hofferth,Sally C. Curtinthe blades, and the local motion of the damper against its platforms. A significant change in the blades operational deflection shape could be observed due to the damper, and the sliding and rolling motion of the damper during a vibration cycle was accurately visualised.
惊呼
发表于 2025-3-25 21:23:19
http://reply.papertrans.cn/29/2841/284053/284053_25.png
认识
发表于 2025-3-26 01:29:48
http://reply.papertrans.cn/29/2841/284053/284053_26.png
苦笑
发表于 2025-3-26 06:06:43
The Patterns of Adaptive Learning Surveylating between being in and out of contact during each period of excitation. While preliminary and scoping in nature, these experiments corroborate recent numerical studies that predict that the contact pressures across an interface significantly change over time as a function of the applied loading
AV-node
发表于 2025-3-26 10:12:04
Leisure Time Activities in Middle Childhoodrder, the interface degrees of freedom have to be reduced as well. In this contribution, the reduction of interface coordinates for the dual Craig-Bampton method is demonstrated. The dual Craig-Bampton method employs free-interface vibration modes together with attachment modes to build the reductio
乏味
发表于 2025-3-26 16:30:46
http://reply.papertrans.cn/29/2841/284053/284053_29.png
cancellous-bone
发表于 2025-3-26 20:42:44
The Political and Economic Backgroundures are assembled using Component Mode Synthesis (CMS). The performance of the free-interface method of Rubin as a linear basis for nonlinear substructuring is examined by implementing the proposed methods on an academic example developed in a commercial finite element software. The accuracy of the