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1)  Timoshenko ring beam
Timoshenko曲梁
2)  Timoshenko beam
Timoshenko梁
1.
Study on natural frequency computation for different slenderness ratios by Timoshenko beam and Euler-Bernoulli beam formulas;
Timoshenko梁和Euler-Bernoulli梁计算I字型钢简支梁固有频率的临界长细比探讨
2.
Vibrational power flow of damaged Timoshenko beam;
损伤Timoshenko梁振动功率流特性
3.
Dynamic optimization of Timoshenko beam with internal elastic support under axial force;
轴力作用下带弹性支座的Timoshenko梁的动力优化
3)  Timoshenko laminated composite beam
Timoshenko层合梁
4)  Timoshenko beam theory
Timoshenko梁理论
1.
Based on the mathematical similarity in the eigenvalue problem of Euler-Bernoulli beam theory, Timoshenko beam theory and Reddy’s third-order beam theory, relationships of the eigenvalues of the three theories for simply-supported beams are investigated.
利用Euler-Bernoulli梁理论(EBT)、Timoshenko梁理论(一阶理论,TBT)和Reddy三阶梁理论(RBT)之间,梁的特征值问题在数学上的相似性,研究了不同梁理论之间特征值的关系。
2.
Since the Timoshenko beam theory(TBT)with two generalized displacements was firstly presented by Timoshenko in 1922,it was widely used both in research and engineering,especially in the analysis of the transverse vibration of non-slender beams.
上世纪20年代,Timoshenko提出了具有两个广义位移的梁的理论,称为Timoshenko梁理论(TBT~1)。
3.
The current beam theories are the Euler-Bernoulli beam theory and the Rayleigh-Timoshenko beam theory.
现有的梁理论主要有Euler-Bernoulli和Rayleigh-Timoshenko梁理论,本文从现有的Timoshenko梁理论入手,先后介绍了几种计算Timoshenko梁动力响应的理论方法:模态叠加法、传递矩阵法和回传射线矩阵法,并应用几种方法分别计算单跨梁、两跨连续梁的自振频率、稳态响应和瞬态响应,总结了各种计算方法的适用性、优缺点。
5)  Timoshenko circle beam
Timoshenko环梁
6)  Timoshenko skew beam
Timoshenko斜梁
1.
The dynamical equation of buckling viscoelastic Timoshenko skew beam under vertical direction force was deduced according to the constitutive relation between shear stress and shear strain similar to the relation between stress and strain in isotropic viscoelasticity.
由于各向同性粘弹性体剪应力-角应变的本构关系与应力-应变的本构关系相似,据此可以得到屈曲粘弹性Timoshenko斜梁在铅垂外扰力作用下的动力方程,采用M eln ikov法及Galerk in原理研究了屈曲粘弹性Timoshenko斜梁的混沌运动,并讨论分析了倾斜角、剪切变形、长厚比、外阻尼与内阻尼比对屈曲粘弹性梁混沌运动区域的影响。
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