全文获取类型
收费全文 | 129篇 |
免费 | 4篇 |
国内免费 | 7篇 |
专业分类
力学 | 121篇 |
综合类 | 6篇 |
数学 | 9篇 |
物理学 | 4篇 |
出版年
2023年 | 2篇 |
2022年 | 5篇 |
2021年 | 4篇 |
2020年 | 4篇 |
2019年 | 4篇 |
2018年 | 2篇 |
2017年 | 2篇 |
2016年 | 8篇 |
2015年 | 7篇 |
2014年 | 6篇 |
2013年 | 7篇 |
2012年 | 8篇 |
2011年 | 10篇 |
2010年 | 5篇 |
2009年 | 4篇 |
2008年 | 1篇 |
2007年 | 10篇 |
2006年 | 4篇 |
2005年 | 7篇 |
2004年 | 11篇 |
2003年 | 7篇 |
2002年 | 6篇 |
2001年 | 2篇 |
2000年 | 1篇 |
1998年 | 1篇 |
1997年 | 1篇 |
1996年 | 1篇 |
1993年 | 1篇 |
1992年 | 3篇 |
1991年 | 2篇 |
1989年 | 1篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1983年 | 1篇 |
排序方式: 共有140条查询结果,搜索用时 547 毫秒
21.
The dynamic transfer matrix is formulated for a straight uniform and axially loaded thin-walled Bernoulli–Euler beam element whose elastic and inertia axes are not coincident by directly solving the governing differential equations of motion of the beam element. Bernoulli–Euler beam theory is used, and the cross section of the beam does not have any symmetrical axes. The bending vibrations in two perpendicular directions are coupled with torsional vibration and the effect of warping stiffness is included. The dynamic transfer matrix method is used for calculation of exact natural frequencies and mode shapes of the nonsymmetrical thin-walled beams. Numerical results are given for a specific example of thin-walled beam under a variety of end conditions, and exact numerical solutions are tabulated for natural frequencies and solutions calculated by the other method are also tabulated for comparison. The effects of axial force and warping stiffness are also discussed. 相似文献
22.
研究了具有扭转耦合效应的复合薄壁梁黎斯基的性质以及指数稳定性.首先证明该系统决定算子的预解式是紧的,且可生成群.其次,通过对该系统算子谱的渐近分析,证明了除至多有限个本征值外,其算子的谱是单重可分离的.特殊地,我们获得了自由系统的频率渐近表达式,因而利用克尔德什定理,证明了在希尔伯特状态空间中算子广义本征函数列的完备性.最后,结合黎斯基的性质及算子谱的分布证明了该系统的指数稳定性. 相似文献
23.
24.
钱伟长 《应用数学和力学(英文版)》1987,8(7):589-601
Since 1979, a series of papers have been published concerning the variational principles and generalized variational principles
in elasticity such as [1] (1979), [6] (1980), [2,3] (1983) and [4,5] (1984). All these papers deal with the elastic body with
linear stress-strain relations. In 1985, a book was published on generalized variational principles dealing with some nonlinear
elastic body, but never going into detailed discussion. This paper discusses particularly variational principles and generalized
variational principles for elastic body with nonlinear stress-strain relations. In these discussions, we find many interesting
problems worth while to pay some attention. At the same time, these discussions are also instructive for linear elastic problems.
When the strain is small, the high order terms may be neglected, the results of this paper may be simplified to the well-known
principles in ordinary elasticity problems. 相似文献
25.
王子昆 《应用数学和力学(英文版)》1988,9(4):391-400
This paper proves Love’s stress function of space axisymmetric problem can be represented by choosing two generalized analytic functions of complex variates reasonably[1], and deduces the expressions of the components of stress displacements and boundary conditions in complex function. To present the feasibility of the method here and examining the truth of the formulae founded in this paper, the problem of circular shaft with globular cavity pressed on the side and pulled at the ends is solved by using power series and the result is the same as that solved by other methods. In the end, the problem of a cone sheared by uniform shear stress on the sideface is solved, and the solution of a cone acted on by gravity is given by converting constant body forces into surface forces. 相似文献
26.
复合材料薄壁旋转梁的研究进展 总被引:5,自引:0,他引:5
本文综述了近年来复合材料薄壁旋转梁的研究进展,着重介绍了围绕梁平面外翘曲问题,各国学者在非线性梁理论、用解析法和有限元法构造复合材料薄壁梁模型方面做的工作,讨论了此领域需进一步研究的问题. 相似文献
27.
S. V. Shlychkov 《Mechanics of Composite Materials》2007,43(3):269-276
The paper presents results of numerical and experimental investigations into the vibrations of thin-walled structures, considering
such their features as the complexity of geometry, the laminated structure of walls, the anisotropy of materials, the presence
of stiffeners, and the initial stresses. The object of the study is the sounding board of an acoustic guitar, the main structural
material of which is a three-layer birch veneer. Based on the finite-element method, a corresponding calculation model is
created, and the steady-state regimes of forced vibrations of the sounding board are investigated. A good correspondence between
calculation results and experimental data is found to exist.
__________
Translated from Mekhanika Kompozitnykh Materialov, Vol. 43, No. 3, pp. 399–410, May–June, 2007. 相似文献
28.
基于薄壁杆件理论,分析了薄壁箱梁弯曲剪流和约束扭转翘曲剪流计算时的翘曲连续性
条件. 从翘曲连续性条件出发,推导了薄壁箱梁约束扭转翘曲剪流的一般公式,此外,还指
出了有关文献中的错误并进行了更正. 最后对一个悬臂箱梁的约束扭转翘曲剪流进行了计算
比较. 相似文献
29.
薄壁杆约束扭转的单肢解析化分析方法 总被引:1,自引:0,他引:1
针对薄壁杆件约柬扭转的基本受力反应分析问题,采用与符拉索夫的经典约束扭转理论截然不同的立论途径,将自由扭转刚度视为调整因素,而将剥离了该抗力效应的薄壁杆件基本体系作为主要分析对象,推导出基于翘曲理论并考虑了自由扭转刚度影响的杆件刚度方程及结问荷载的等效措施.此外,提出了基于微段薄壁杆简化单刚的有效数值化分析方法.上述研究表明,对于钢构件等具有薄壁构型截面形式的杆件,这种单肢解析化分析方法无需进行复杂的截面特性如弯、翘曲惯矩或弯、形心坐标等的分析,力与变形的表达简洁、直接,本文的抗力性能分析和表述方式可为薄壁构件的稳定及畸变等研究提供新的思路切入点. 相似文献
30.
In this paper we present an asymptotic analysis of the three-dimensional problem for a thin linearly elastic cantilever =×(0,l) with rectangular cross-section of sides and 2, as goes to zero. Under suitable assumptions on the given loads, we show that the three-dimensional problem converges in a variational sense to the classical one-dimensional model for extension, flexure and torsion of thin-walled beams.
Mathematics Subject Classifications (2000) 474K20, 74B10, 49J45. 相似文献