H280Se分子的26个振动带转动结构的全拟合分析

阐述了全拟合分析方法的理论基础,通过对Ｈ２８０Ｓｅ分子２４个已知转动结构振动带的３５１６个上态能级的全拟合分析,得到１１２个基本光谱参数,拟合偏差为１０．６×１０－３ｃｍ－１。用这套基本光谱参数精确预言了首次记录的Ｈ２８０Ｓｅ分子（５００,Ａ１）和（４０１,Ｂ２）局域模振动带的转动结构,并在简正模和局域模下分别拟合得到有效振转光谱参数。将归属得到的Ｈ２８０Ｓｅ分子（５００,Ａ１）和（４０１,Ｂ２）振动带的２５２个上态能级并入全拟合中,得到１１４个基本光谱参数,拟合偏差为９．６２×１０－３ｃｍ－１。     

双参数地基板振动的中值定理

本文提出并证明了双参数地其板振动的中值定理。Ｇｐ＝０，Ｇｐ＝ｋ＝０就分别得到Ｗｉｎｋｌｅｒ地基板和一般弹性薄板振动的中值定理。如果ω＝０，ω＝Ｇｐ＝０，ωＧｐ＝ｋ＝０就分别得到双参数地基板，Ｗｉｎｋｌｅｒ地基板和一般弹性薄板的中值定理。     

Multimode vibration control using several piezoelectric transducers shunted with a multiterminal network

In this paper a new approach is presented to reduce vibrations for one- and two-dimensional mechanical structures, as beam or thin plates, by means of several piezoelectric transducers shunted with a proper electric network system. The governing equations of the whole system are coupled to each other through the direct and converse piezoelectric effect. More in detail, the mechanical equations are expressed in accordance with the modal theory considering n vibration modes and the electrical equations reduce to the one-dimensional charge equation of electrostatics for each of n considered piezoelectric transducers. In this electromechanical system, a shunting electric device forms an electric subsystem working as multi degrees of freedom (dof’s) damped vibration absorber for the mechanical subsystem. Herein, it is introduced a proper transformation of the electric coordinates in order to approximate the governing equations for the whole shunted system with n uncoupled, single mode piezoelectric shunting systems that can be readily damped by the methods reported in literature. A further numerical optimisation problem on the spatial distribution of the piezoelectric elements allows to achieve a better performance. Numerical case studies of two relevant systems, a double clamped beam and a fully clamped plate, allow to take into account issues relative to the proposed approach. Laboratory experiments carried out in real time on a beam clamped at both ends consent to validate the proposed technique.     

厚圆柱壳的非轴对称振动分析

本文对厚圆柱壳的非轴对称振动进行了分析，其中除包含通常的薄膜和弯曲效应外，还反映了转动惯性，横向剪切变形和横向挤压的影响，数值结果表明：对于厚圆柱壳来说存在着频率密集区，频率位置发生移动，横向挤压的影响必须要考虑。     

A Nonlinear Vibration Absorber for Flexible Structures

An approach for implementing an active nonlinear vibration absorber for flexible structures is presented. The technique exploits the saturation phenomenon exhibited by multidegree-of-freedom systems with quadratic nonlinearities possessing two-to-one autoparametric resonances. The strategy consists of introducing second-order controllers and coupling each of them with the plant through a sensor and an actuator, where both the feedback and control signals are quadratic. Once the structure is forced near its resonances, the oscillatory response is suppressed through the saturation phenomenon. We present theoretical and experimental results of the application of the proposed vibration absorber. The structure consists of a cantilever beam, the feedback signal is generated by a strain gage, and the actuation is achieved through piezoceramic patches. The equations of motion are developed and analyzed through perturbation techniques and numerical simulation. Then, the strategy is tested by assembling the controllers in electronic components and suppressing the vibrations of the first and second modes of two beams.     

Semi-active hydropneumatic spring and damper system

This paper is concerned with the development of a semi-active hydropneumatic spring and damper system, comprising of a two state hydropneumatic spring and a two state hydraulic damper. The system was specifically developed to improve the ride comfort and handling of large off-road vehicles. The suspension requirements for good ride comfort and handling for heavy off-road vehicles are discussed with special reference to the advantages of semi-active hydropneumatic springs and semi-active dampers. The layout and functioning of an experimental spring and damper unit used for laboratory tests are discussed. Spring and damper characteristics, as well as valve response times for both the semi-active spring and semi-active damper were determined. A single degree of freedom test rig with a sprung mass of 3 tons was used to perform first order ride comfort tests. Tests include step response and random input response. The test rig was also used to evaluate semi-active control strategies for both spring and damper as well as a control strategy for implementing ride height adjustment without using an external hydraulic pump.     

Purely electrical damping of vibrations in arbitrary PEM plates: a mixed non-conforming FEM-Runge-Kutta time evolution analysis

Summary A new numerical code, based upon a mixed FEM-Runge-Kutta method, is used for the analysis and design of plane 2-D smart structures. The code is applied to the study of arbitrarily shaped PEM plates, based on a weak formulation of their governing equations, [17]. The optimal parameters needed to synthesize appropriate electric networks are computed, and the overall performances of such plates are investigated. Two examples are studied: firstly, a simple case is used to test the main features of the code; secondly, a more complex PEM plate is designed and analyzed by means of the proposed numerical approach. The ideas developed in this paper were discussed with Prof. Vincenzo Ciampi, Stefano Vidoli, PhD, Corrado Maurini, MS, and Maurizio Porfiri, MS. Their friendly help and constructive criticism were really useful.     

利用复矩阵的高阶直接积分算法

本文提出一个直接积分结构动力学方程的高阶无条件稳定算法,并给出于利用复矩阵运算的实现方法。用本文算法,每个时间步中只需求解 N×N 阶复值线性代数方程组一次。此法的算法特性和作者以前发表的 DC 法(1990)完全相同,但缩短了计算时间并解除了对系统矩阵的若干限制(经典阻尼等)。通过几个算例对方法的精度作了考察。     

Connection between Volterra series and perturbation method in nonlinear systems analyses

This paper is concerned with the connection between the Volterra series and the regular perturbation method in nonlinear systems analyses. It is revealed for the first time that, for a forced polynomial nonlinear system, if its derived linear system is a damped dissipative system, the steady response obtained through the regular perturbation method is exactly identical to the response given by the Volterra series. On the other hand, if the derived linear system is an undamped conservative system, then the Volterra series is incapable of modeling the forced polynomial nonlinear system. Numerical examples are further presented to illustrate these points. The results provide a new criterion for quickly judging whether the Volterra series is applicable for modeling a given polynomial nonlinear system.