Search - newmark

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【matlab】 ZDLX_KCSJ_4_34 DL : 0: 求解简单振动系统的响应（中心差分法，Wilson-θ法，Newmark-β法，Houbolt法）-Solving simple vibration response of the system (central difference method, Wilson-θ method, Newmark-β method, Houbolt method)
Update : 2024-05-03 Size : 2048 Publisher : 叶孟翔
【Other】 newmarkvn DL : 0: newmark for structure
Update : 2024-05-03 Size : 1024 Publisher : hao
【matlab】 newmark DL : 0: NEWMARK_BETA法用于求结构动力响应-NEWMARK_BETA method used to find the structural dynamic response
Update : 2024-05-03 Size : 1024 Publisher : 清风
【matlab】 TRMD-Runge-Kutta DL : 0: 单自由度带TRMD阻尼器装置的蒙特卡洛模拟，采用Newmark-Beta法-Monte Carlo simulation of a single degree of freedom with TRMD damper device, using Newmark-Beta method
Update : 2024-05-03 Size : 21504 Publisher : 留
【matlab】 matlab--program DL : 3: 1.纽马克算法，振动分析方法，计算多自由度系统振动响应，位移，速度，加速度 2.用于计算多自由度系统固有频率、固有振型、模态质量、模态刚度矩阵、正则模态向量、受迫响应振动 3.里兹法是一种缩减系统自由度的近似方法，用于多自由度系统的求解 4.庞加莱截面图法，用来对多变量自治系统的运动进行分析 5.频谱图法，用于系统的频域分析 6.线加速度法求解系统振动响应 7.雨流计数法，主要用于工程界, 特别在疲劳寿命计算中运用非常广泛，对载荷的时间历程通过计数的过程反映了材料的记忆特性-1. Newmark algorithm, vibration analysis method to calculate multiple degrees of freedom system vibration, displacement, velocity, acceleration 2. Multi-DOF system for calculating the natural frequencies, mode shapes, modal mass, modal stiffness matrix, normal modes state vector, forced vibration response 3. Ritz method is an approximate method to reduce the degrees of freedom for multi-degree of freedom systems solving 4. Poincare sectional view method for multivariable autonomous motion system are 5. the spectrum analysis method for frequency domain analysis system 6. the method for solving linear acceleration system vibration 7. the rain flow counting method, mainly used in engineering, especially used in the calculation of the fatigue life of a very wide range of load time through the course of the process of counting it reflects the memory characteristics of the material
Update : 2024-05-03 Size : 14336 Publisher : 邱飞
【Other】 newmark DL : 0: 模态响应计算，自己编的小程序,亲测可用-Modal response calculation, own small program
Update : 2024-05-03 Size : 1024 Publisher : DHQ
【Other】 Newmark_beta_T1 DL : 0: 动态响应计算的newmark beta方法-Beta Newmark method for dynamic response calculation
Update : 2024-05-03 Size : 1024 Publisher : 许多
【Other systems】 jiegoudonglixue5 DL : 0: shi使用MATLAB用newmark方法计算多自由度体系任意荷载下的结构位移大小-Shi uses MATLAB to calculate the structural displacement of the multi degree of freedom system under arbitrary loads by using the method of the newmark
Update : 2024-05-03 Size : 922624 Publisher : yang
【matlab】 newmarket-integration DL : 0: 运用matlab对状态方程的newmark算法和精细时程算法，可以对这两种方法进行对比。-Using matlab algorithm for newmark equation of state and the precise time algorithm, these two methods can be compared.
Update : 2024-05-03 Size : 1024 Publisher : wangsz
【matlab】结构振动与响应特性分析的有限元程序 DL : 0: 结构振动与响应特性分析的有限元Matlab程序，包括ritz方法、lanczos方法、Newmark方法、中心差分法和振型叠加法
Update : 2016-07-07 Size : 3569 Publisher : bwlyjs
【matlab】 newmark_beta DL : 1: 在MATLAB中使用newMark算法的案例求高速列车受电弓与接触网之间的振动状态-Using newMark algorithm in MATLAB to find the vibration state between pantograph and catenary of high speed train
Update : 2024-05-03 Size : 1024 Publisher : 黄三疯
【matlab】 3DOF DL : 0: 模態參數識別法裡的複模態指示函數法，利用Newmark法，在各自由度分別加入脈衝力，並假設初始狀態為靜止，得到位移、速度及加速度之時域響應-Modal parameter identification method in the Complex mode indicator function method using Newmark method, the degree of freedom in the impulsive force were added, and assuming that the initial state of rest, time-domain displacement, velocity and acceleration of response
Update : 2024-05-03 Size : 3072 Publisher : 王建智
【matlab】 xuanbiliang DL : 1: 采用模态叠加法和Newmark方法求解悬臂梁的响应，可以直接运行，经验证程序正确-Modal superposition method and Newmark method for solving cantilever response, and can directly run the program properly validated
Update : 2024-05-03 Size : 2048 Publisher : 崔木木
【matlab】 newmark_time-domain DL : 0: 基于newmark法的多自由度系统瞬态分析- Transient Analysis of Multi-degree system based on Newmark method
Update : 2024-05-03 Size : 1024 Publisher : chuanmeng yang
【matlab】 Newmark_SDOF_Bilinear DL : 0: 本程序用于计算一个单自由度结构加上双线性模型的阻尼器以后的地震激励下的位移时程(This procedure is used to calculate the displacement time history of a single degree of freedom structure coupled with a bilinear model after seismic excitation)
Update : 2024-05-03 Size : 1024 Publisher : 去去去123321
【matlab】 Nemark DL : 0: 轨道交通领域，纽马克线性求解动力学微分方程(The field of rail transportation, the dynamic differential equations of linear Newmark)
Update : 2024-05-03 Size : 1024 Publisher : 源稚生
【Other】 Newmark_s_Method_for_Linear_systems DL : 0: 可以快速算出newmak中的各个系数，适用于线性系统(The coefficients in the newmak can be quickly computed and applied to linear systems)
Update : 2024-05-03 Size : 45056 Publisher : 阳光smile
【Other】 MATLAB程序 DL : 0: 这里面提供了结构在地震动作用下的傅里叶时程、Newmark响应等程序，有图有程序(This program provides the Fourier history, Newmark response and other procedures of structures in the earthquake.)
Update : 2024-05-03 Size : 2048 Publisher : 巴拉拉小魔仙
【simulation modeling】 Newmark_beta DL : 0: 计算jeffcott转子动力学，采用Newmark数值求解方法，具有较高精度(Computate rotor dynamics of Jeffcott)
Update : 2024-05-03 Size : 1024 Publisher : double chen
【Documents】 dizhenfanying DL : 0: 一个用中心差分和纽马克算法计算地震反应的matlab程序(a program about calculate the reaponse of earthquake include central differencing and Newmark-B method)
Update : 2024-05-03 Size : 31744 Publisher : zhang881

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