搜索资源列表
EFG1D
- 无网格伽辽金法,主程序,结合以上传的前两个程序来使用,算杆的应力,和位移!-element-free Galerkin method, main program, a combination of the first two upload procedures to use, operator of stress and displacement.
FaXiang
- 用于四个激光位移传感器进行平面法向量的拟合(to calibrate the normal vector of the target plane)
Distributed Tansfer Function Method
- 利用分布参数系统的传递函数法对带有扩展层的约束阻尼梁进行编程分析,得到频率响应曲线,并获得位移峰值对应的频率,即固有频率。(The transfer function method of distributed parameter system is used to analyze the constrained damping beam with extended layer, and the frequency response c
精确法命令Finalnal
- matlab程序计算地震波数据的绝对加速度反应谱,相对速度谱,相对位移谱(For a given ground motion acceleration data, to calculate its response spectrum.)
归档
- 非常实用的Matlab案例,双层门式刚架在题中所加荷载情况下的杆端力计算(useful case of calculation of rod end force of double - layer portal fr a me under load)
speckle
- 用相关搜索法和曲面拟合算法计算图像的位移,精确到亚像素级。(The displacement of the image is calculated by correlation search method and surface fitting algorithm, which is accurate to sub-pixel level.)
piordhq77
- 结构矩阵分析,矩阵位移法,能够迅速求解除最优的工程设计方法,维数1()
matrix displacement method
- 结构力学大作业,应用于结构力学矩阵位移法,简化计算。(matrix displacement method in MATLAB code)
59677150
- 在Visual C++环境下,利用分形技术中的随机中点位移法生成山的算法()
matlab
- 利用欧拉法计算地震作用下的位移响应,其中Tabas.txt为地震数据(可根据实际情况更改)(Explicit Euler analyze the response of the SDOF system)
KWFJS
- 在Visual C++环境下,利用分形技术中的随机中点位移法生成山的算法()
vtb6_exe_newmarkb
- 石端伟机械动力学用newmark_beta法进行动力学仿真,书本源程序没有包括0时刻的位移,该程序调用newmark函数,克服了书中缺陷。(Shi Du Wei's mechanical dynamics is simulated by newmark_beta method. The source program does not include 0 time displacement. The program calls Newma
jadzo
- 结构矩阵分析,矩阵位移法,能够迅速求解除最优的工程设计方法,维数1()
绳移系统_newmark
- 利用newmark法计算绳移系统的横向位移响应,可以用于绳移系统振动控制。(The Newmark method is used to calculate the lateral displacement response of the rope shift system, which can be used for the vibration control of the rope shift system.)
有限元
- 计算平面钢架的节点位移与内力(Calculation of the nodal displacement and internal force of a plane steel fr a me)
jjjff
- 采用卷积积分法计算单自由度体系的时间位移曲线,MATLAB程序(Convolution integral method is used to calculate the time displacement curve of the single degree of freedom system. The MATLAB program is used.)
Park法屈服提取
- 采用Park法提取滞回曲线中的等效屈服位移
Wilsonθ法编程作业-
- 地震波作用下计算地震加速度、速度、位移反应谱(Computation of seismic response spectrum)
线性插值
- 采用能量等值法计算骨架曲线的屈服荷载及位移等(Calculating yield load and displacement of skeleton curve by energy equivalent method)
EL Centro
- 输入地震波,通过Newmark法计算反应的位移和速度,进而导出反应谱。(Response spectrum output)