深渊 发表于 2025-3-26 21:29:05
http://reply.papertrans.cn/29/2841/284081/284081_31.pngHay-Fever 发表于 2025-3-27 02:07:15
Substructure equations of motion,. and ..(. = 1,...,n) which represent the appendage unknowns, the equations of motion of the appendage ultimately consist of the 6n scalar second order differential equations of motion for the n nodal bodies. The present section, however, has the intermediate objective of providing an expression formoratorium 发表于 2025-3-27 08:17:08
http://reply.papertrans.cn/29/2841/284081/284081_33.png量被毁坏 发表于 2025-3-27 10:33:12
http://reply.papertrans.cn/29/2841/284081/284081_34.pngallude 发表于 2025-3-27 14:29:57
Equations of motion collections of substructures,ways. In Section 2.3 on substructure equations, it was assumed in order to focus that the substructure was a finite element system and the adjacent body was rigid, but this is a very special case. The procedure to be followed in developing equations for systems of substructures depends very much onAGATE 发表于 2025-3-27 19:26:57
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http://reply.papertrans.cn/29/2841/284081/284081_39.pngAtheroma 发表于 2025-3-28 10:59:50
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