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【Other】 NEWMARK2 DL : 0: 利用newmark方法计算无阻尼系统，并作图-newmark calculated without damping system
Update : 2024-05-03 Size : 1024 Publisher : chg
【Multimedia Develop】 xiangyingjisuan DL : 0: 计算在风载荷下建筑的动态响应，利用newmark方法实现简单载荷响应。-Under wind load in the dynamic response of buildings, using a simple method newmark load response.
Update : 2024-05-03 Size : 17408 Publisher : 李孝元
【Windows Develop】 pee DL : 0: Earthquake Engineering and Structural Dynamics-You can input any number of stores by giving the mass, stiffness and damping values. Input the gamma and beta values which are related to Newmark Integration Mtd. Press Newmarks Integration button to input the values. Input the any number of storey that you expected to see the deflection for particular Earthquake. Press “Storey No” button to get that number. If you like only, you will input the period and press “Period” button. Finally press calculate button to see final results. Also you can see the both graphs in log scales also.(Please right click on the graph as shown above). You may see what type of analysis method is used. (Average acceleration relation ship or Linear variation of acceleration).
Update : 2024-05-03 Size : 218112 Publisher : 王怀东
【Windows Develop】 newmark_int DL : 0: Newmark 1-DOF. You can using it for 1D dynamic problem
Update : 2024-05-03 Size : 2048 Publisher : Nguyen Van Ban
【Windows Develop】 newmB DL : 0: newmark beta method for seismic responce spectra
Update : 2024-05-03 Size : 1024 Publisher : erfan khallaghi
【matlab】 LinearNewmark DL : 0: 在结构动力学中，动力方程分析的newmark方法。-A newmark method for analysis of dyanimic equation
Update : 2024-05-03 Size : 1024 Publisher : sunzhen
【matlab】 Newmark_koohi DL : 0: This m.file is intended to perform the numerical integration of a structural system subjected to an external dynamic excitation. The integration scheme utilized for this alysis is the newmark alpha-beta method.
Update : 2024-05-03 Size : 1024 Publisher : reza
【matlab】 wilson_koohi DL : 0: This m.file is intended to perform the numerical integration of a structural system subjected to an external dynamic excitation. The integration scheme utilized for this analysis is the newmark alpha-beta method.
Update : 2024-05-03 Size : 1024 Publisher : reza
【matlab】 collocation_Newmark_wilson DL : 0: This m.file is intended to perform the numerical integration of a structural system subjected to an external dynamic excitation. The integration scheme utilized for this analysis is the newmark-wilson alpha-beta-theta method(collocation method). the collocation method is an implicit time steping scheme so stability of the system need not be considered.
Update : 2024-05-03 Size : 2048 Publisher : reza
【Compress-Decompress algrithms】 ewmark DL : 0: newmark-b法的简要程序，供大家使用-newmark-b
Update : 2024-05-03 Size : 1024 Publisher : syjsyj
【Mathimatics-Numerical algorithms】 plane_9_bar_truss DL : 0: 本程序主要是针对一九杆结构进行的动力学分析，用newmark法，威尔逊法，状态空间法，子空间迭代法等求解了结构动态响应，并给出了图像显示-This program is mainly aimed at the structure of the 19 dynamic analysis, using newmark method, Wilson law, the state space method, subspace iteration method for solving the structural dynamic response, etc., and gives the image display
Update : 2024-05-03 Size : 2048 Publisher : 张波
【Documents】 zhiLU DL : 0: 矩阵LU分解，非常方便的分解程序，简练而有效，希望大家下载-LU，derection，matlab NEWMark
Update : 2024-05-03 Size : 1024 Publisher : king
【Windows Develop】 timeanalysis DL : 1: 用于结构在动力荷载作用下的时程分析,地震荷载，随即荷载均可，采用newmark方法。-time-domain analysis of a linear strucutre under dynamnic loads。 Newmark method is used.
Update : 2024-05-03 Size : 13312 Publisher : liuhaha
【Graph Drawing】 LinearNewmark DL : 0: 线性纽马克法,用于对地震波进行反应谱的绘制-linear newmark method
Update : 2024-05-03 Size : 1024 Publisher : gz
【JSP/Java】 newmark DL : 0: 分析Newark- 法计算步骤与公式相似性，编写一个简单同意的计算机程序-Newark-step analysis method similar to the formula, agreed to write a simple computer program
Update : 2024-05-03 Size : 5120 Publisher : 马丁红
【matlab】 newmark86 DL : 0: newmark 1 degree of freedom method
Update : 2024-05-03 Size : 2048 Publisher : gabriel86
【matlab】 LinearNewmark DL : 0: Solving a linear system with newmark method: average acceleration + linear acceleration
Update : 2024-05-03 Size : 1024 Publisher : Golpesar
【matlab】 newmark_int DL : 0: newmark法解决结构动力学动态响应问题-newmark method to solve the dynamic response of structural dynamics
Update : 2024-05-03 Size : 1024 Publisher : mr yang
【matlab】 Newmark DL : 0: 算地震动，加速度，位移和速度，很好用的，呵呵。大家给力啊。-Considered ground motion, acceleration, displacement and velocity, the good, huh, huh. We can give power ah.
Update : 2024-05-03 Size : 1024 Publisher : 天山
【matlab】 newmark DL : 0: matlab程序，中心差分法-matlab program, central difference method. . . . . . . . . . . . . . . . .
Update : 2024-05-03 Size : 1024 Publisher : 傅大宝

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