基于Newmark算法的變質(zhì)量動(dòng)力吸振器仿真方法研究
[Abstract]:Dynamic vibration absorber is a vibration control device. The effective frequency band of the traditional dynamic vibration absorber is narrow, and when the external excitation frequency changes, the performance of the vibration absorber becomes worse. In order to solve this problem, the variable mass adaptive dynamic vibration absorber is studied in this paper, which adjusts its own mass in real time according to the change of external exciting frequency to change the natural frequency, so as to obtain a better effect of wideband vibration reduction. At the same time, in order to study the motion law of mass change of vibration absorber, a simulation method of variable mass dynamic vibration absorber based on Newmark algorithm is proposed, and the method is verified by experiment. The main contents of this paper are as follows: (1) the basic principle of the traditional dynamic vibration absorber and the optimal design theory of the dynamic vibration absorber based on the displacement response and acceleration response of the main system are introduced. The influence of vibration absorber parameters on its vibration absorption performance is deduced. The optimal damping theory of vibration absorber and the effect of mass on vibration absorption performance are studied under the condition of optimal homology frequency ratio and optimal damping ratio. (2) Modal superposition method and stepwise integration method for solving dynamic equations are introduced. Its application in solving linear and nonlinear problems is discussed. The stability and accuracy of several progressive integration methods are analyzed, which provides a reference for selecting suitable calculation methods. (3) aiming at the shortcomings of traditional dynamic vibration absorbers, a variable mass dynamic vibration absorber is studied. The performance of wideband vibration reduction is analyzed. In this paper, a simulation method of variable mass dynamic vibration absorber based on Newmark algorithm is proposed. The transient motion process of the system is analyzed and studied. (4) the experimental system is built. The actual damping effect of dynamic vibration absorber with variable mass is studied. The variation law of acceleration of main system is discussed. According to the theory of parameter identification, the parameters of the experimental system are identified, and the transient process of the system with variable mass is simulated by using the simulation method proposed in this paper. The correctness of the proposed simulation method is verified by comparing the simulation data with the experimental data.
【學(xué)位授予單位】:長(zhǎng)安大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:TB535.1
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 李春祥,熊學(xué)玉;結(jié)構(gòu)被動(dòng)和主動(dòng)多重調(diào)諧質(zhì)量阻尼器控制策略的發(fā)展[J];四川建筑科學(xué)研究;2003年02期
2 杜修力,朱鏡清;論結(jié)構(gòu)非線性動(dòng)力分析中的數(shù)值穩(wěn)定性(Ⅰ)[J];地震工程與工程振動(dòng);1991年04期
3 李小軍,廖振鵬,杜修力;有阻尼體系動(dòng)力問(wèn)題的一種顯式差分解法[J];地震工程與工程振動(dòng);1992年04期
4 張曉志,程巖,謝禮立;結(jié)構(gòu)動(dòng)力反應(yīng)分析的三階顯式方法[J];地震工程與工程振動(dòng);2002年03期
5 李春祥;土木工程結(jié)構(gòu)的雙層多重調(diào)諧質(zhì)量阻尼器控制策略[J];地震工程與工程振動(dòng);2005年01期
6 鐘萬(wàn)勰;;結(jié)構(gòu)動(dòng)力方程的精細(xì)時(shí)程積分法[J];大連理工大學(xué)學(xué)報(bào);1994年02期
7 韓玉林,李愛(ài)群,林萍華,王世棟,張志強(qiáng),張曉格,黃鎮(zhèn);基于形狀記憶合金耗能器的框架振動(dòng)控制試驗(yàn)研究[J];東南大學(xué)學(xué)報(bào)(自然科學(xué)版);2000年04期
8 李小軍,廖振鵬;非線性結(jié)構(gòu)動(dòng)力方程求解的顯式差分格式的特性分析[J];工程力學(xué);1993年03期
9 李小軍;地震工程中動(dòng)力方程求解的逐步積分方法[J];工程力學(xué);1996年02期
10 程民憲;負(fù)屈服剛度條件下數(shù)值積分的收斂性和穩(wěn)定性[J];力學(xué)學(xué)報(bào);1988年01期
本文編號(hào):2215861
本文鏈接:http://sikaile.net/guanlilunwen/gongchengguanli/2215861.html