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work
用matlab编译的wilson法程序，可以算出简单层状剪切结构的地震响应，该程序为线性的。(Wilson method using matlab compiled program, you can calculate a simple layered structure of the seismic response of shear, the program is linear.)
- 2010-01-28 09:28:19下载
- 积分：1
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harris
harris corner harris corner
- 2010-12-30 13:38:18下载
- 积分：1
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MAC
turbo码的C程序，许多行前面都有些序号
请自己更正以后运行
有问题请联系：103086097(turbo code of C program, and many firms are some of the serial number in front of your own after the operation to correct a problem please contact: 103086097)
- 2009-05-09 03:32:18下载
- 积分：1
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Power_Law_Transformation
Histrogram Power Law Transformation
- 2010-02-14 01:20:31下载
- 积分：1
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Matlab
Matlab信号处理（刘波等编著）部分程序，内附有一个常用函数清单的PDF文档(Matlab Signal Processing (ed. Liu Bo, etc.) of the program, enclosing a list of commonly used functions PDF documents)
- 2009-09-17 18:37:55下载
- 积分：1
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PCqiaoliang
本文基于大型通用有限元软件ANSYS和MATLAB,探索三维实体模型下进行PC桥梁结构整体仿真分析的途径,研究其关键理论及专业模块开发技术。重点研究了预应力筋的模拟、预应力效应的等效转换和桥梁截面切片技术。研究成果可广泛应用于PC桥梁的三维仿真领域,具有较大的理论意义和工程实用价值。对写这方面研究很有帮助(Based on large-scale general-purpose finite element software ANSYS and MATLAB, explore the three-dimensional solid model of the bridge structure under the PC way to the overall simulation analysis to study the key theoretical and professional development of technology modules. Focused on the tendons of the simulation, the equivalent effect of prestressed bridge conversion and cross-section slicing. Research results can be widely used in PC bridges the field of three-dimensional simulation with the larger theoretical and practical engineering value. Research in this area to write very helpful)
- 2009-07-01 10:52:42下载
- 积分：1
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lyaprosen
Lyapunov exponent for time seires.
- 2012-05-01 18:34:14下载
- 积分：1
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3dwind1
空间风场模拟程序，采用谐波平衡法模拟大气边界层(code for simulation of wind field of boundary layer.)
- 2013-10-09 08:32:01下载
- 积分：1
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PremioNumerica
MATLAB code for EDO and RungeKutta methods
- 2013-04-15 04:59:55下载
- 积分：1
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4_2
In the following figure is a system of two water tanks. Mass flow into the top tank at a fixed rate q0 and exits this tank through an orifice of area A1. This exit water then flows into a second tank which has an orifice of area A2 at its bottom. Each tank has constant cross section of area A, with A>>A1,A2.
(a) Determine the ODE model which governs the heights z1 and z2 of water in the system.
(b) Determine the equilibrium given a fixed rate q0.
(c) Linearize the system model about the equilibrium.
(d) Compare the step responses of the nonlinear model and linearized model by choosing reasonable system parameters.
( (b) Plot the flow v.s. pressure drop curve with the estimated c to validate your estimation
- 2012-11-30 15:58:41下载
- 积分：1
