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baogao
- 使用振型叠加法以及模态截断法分别求解物体振动位移(附详细说明报告)-Using the mode superposition method and the modal truncation method were used to solve the vibration displacement of the object (with detailed reporting)
jiegoulixue.rar
- 利用矩阵位移法计算平面钢架轴力、剪力、弯矩 可计算多层桁架内力 ,Matrix displacement method using a steel frame plane axial force, shear, bending moment truss calculation of internal forces of multi-storey
A01
- 结构力学平面钢架计算源程序,本程序采用矩阵位移法,适合静定和非静定结构的直杆体系-the source file of structure mechanics SteelFrame solver in a plane C++
VBI-ANSYS
- 采用ansys的位移法和生死单元两种方法实现的车桥耦合程序-The axle coupling procedure using ansys displacement method and life and death are two ways to achieve unit
wilson
- Wilson法求解动力方程,可以画出节点的位移响应-Wilson method for solving dynamic equations, you can draw the node displacement response
Phase-shifting-prestack-modeling
- 用相位移加实现速度纵横向变化、复杂陡倾地质模型的正流模拟,为复杂波场的地震、地质解释提供了精确、实用的方法。一般情况下,相位移延拓方法对徒倾斜地层成像精度高、稳定性好、计算快,但实现速度的横向变化困难;而频率、空间域的有限差分法算法简单、稳定性好、能适应速度的纵横向任意变化,但偏移陡断地层存在很多问题-Using phase shift and realization of vertical velocity variations, complex flow simulation of stee
liugan
- 六杆机构MATLAB计算仿真,解析法求解位移、速度、加速度、力和力矩-Six institutions MATLAB computing simulation, analytical method to solve the displacement, velocity, acceleration, force and moment
STRUCTURE-SOLVER
- 使用MATLAB编写,利用矩阵位移法求解杆系结构的正应力、切应力、弯矩等-The use of MATLAB prepared, using matrix displacement method to solve the structures of normal stress, shear stress, bending moment
lianganfa
- 原创链杆法程序,用于弹性地基梁力和位移的计算。-The original chain bar method for elastic foundation beam force and displacement calculation.
Ground_Motions_Suites
- 使用振型叠加法计算地震作用下五层框架位移与剪力(Displacement and shear under seismic act)
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)
钢轨接头动力响应程序
- 钢轨接头动力响应程序本程序采用矩阵计算功能强大的 MATLAB 软件进行编写,程序名: track-dynamics , 程序由1个主函数和6 个子函数组成。各个子函数功能如下: Input:用户输入计算参数 Beam1D2Node_Mass:生成单元质量矩阵 Beam1D2Node_Stiffness:生成单元刚度矩阵 Beam1D2Node_Assembly:组集总刚度阵和总质量阵 Wilson_Theta:采用Wilson-θ逐步积分法求
矩阵位移法程序
- 这是一个结构力学通用杆系结构矩阵位移法求解的源代码(This is a source code for the structural displacement method of the general bar structure of structural mechanics.)