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   传播梁 的翻译结果: 查询用时:0.175秒
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传播梁
相关语句
  dissemination beam
     Engineering Practice on Adjusting Foundational Stress with Dissemination Beam
     用传播梁调整地基应力的工程实践
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  相似匹配句对
     NATURAL CHARACTERISTICS OF WAVE PROPAGATION IN BEAM
     传播的固有特性
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     ELASTIC WAVES PROPAGATION IN CURVED BEAM
     曲弹性波的传播
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     Wave propagation
     波的传播
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     On the Dissemination of Tang Poems
     唐诗传播初探
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     Nondestructive test of concrete beam
     混凝土的无损检测
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Through the side frictional forces introduced between dissemination beam and bearing cylinderbody or wall-body, the dissemination beam can remove a part or the whole of the loads acting on the wall orcylinder. In this way the foundational stress can be adjusted to meet the designal requirement.In this paper, two practices about reinforcement of dangerous buildings are shown, which prove that thismethod is not only feasible but also has obvious practical value. So, it is better than other techniques.

畅通过传播梁与承重墙体或柱体之间产生的摩阻力,将承重墙体或柱体承受的部分或全部荷载传递出去,从而调整承重墙基或柱基下的地基应力达到设计要求。本文分析了两个危房工程的加固效果。实践表明:该方法不但切实可行而且比其它托换技术有独特的优点。

There are both elastic and plastic deformation coupled in the early stage response of a beam under impact loading. The results of finite element simulation indicate that the travelling plastic hinge predicted by the rigid plastic idealisation actually does not exist. The propagation of elastic flexural waves is the dominant deformation mechaism in the early stage. In this paper, a simplified elastic perfectly plastic coupled model is proposed which gives an excellent prediction of the early stage response...

There are both elastic and plastic deformation coupled in the early stage response of a beam under impact loading. The results of finite element simulation indicate that the travelling plastic hinge predicted by the rigid plastic idealisation actually does not exist. The propagation of elastic flexural waves is the dominant deformation mechaism in the early stage. In this paper, a simplified elastic perfectly plastic coupled model is proposed which gives an excellent prediction of the early stage response of a mild steel beam under transverse impact loading.

冲击载荷作用下,梁的早期响应既有弹性变形也有塑性变形,两者相互耦合.有限元数值模拟的结果表明,弹性弯曲波的传播是梁早期变形的主要机制,刚塑性简化理论预言的初始阶段中梁的“移行塑性铰”实际上是不存在的.本文提出的弹性理想塑性简化模型可以很好地模拟固支软钢梁的早期响应.

 
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