搜索资源列表
2Ddynamicanalysis
- 用fortran编写，实现了平面杆系模型的动力时程分析
IDARC_V6_Source.rar
- 钢筋混凝土结构的非线性分析，可以对平面结构进行时程分析,Reinforced concrete structure of the non-linear analysis of planar structure time-history analysis
Newmark
- newmark法 进行时程分析 可能有个别小错误，欢迎指正-newmark
thamss_VB
- 剪切型结构时程分析程序，有很好的可视化界面-Shear-type structure of the process analysis program, there is a good visual interface
2D_dynamic_analysis
- 用Fortran语言编写，用于平面2自由度结构动力时程分析的程序-With the Fortran language for the planar 2-DOF structural dynamic time history analysis procedure
timeanalysis
- 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.
OpenSeesExamplesManual.chm
- 非线性有限元分析指导，主要用于地震作用下结构的地震弹塑性时程分析-Nonlinear finite element analysis guide, mainly for under earthquake seismic nonlinear time history analysis
RESSnewmark
- 采用newmark-b方法进行结构的时程分析运算-Method using newmark-b time-history analysis Operational Structure
ANSYS简单框架结构地震分析算例
- ANSYS地震算例分析，模态分析，时程分析，静力分析(ANSYS earthquake example analysis, modal analysis, time history analysis, static analysis)
地震波程序
- 土建工程，结构地震动力时程分析，地震波处理、选取程序(Civil engineering, structural seismic dynamic analysis, seismic wave processing, selection procedure)
脉动风速时程模拟
- 脉动风速时程模拟，谐波合成法，用于各种分析方式的试验模拟(Pulsating wind speed simulation)
《MATLAB时频分析技术及其应用》葛哲学
- 小波变换例程，matlab函数使用例程，时频分析等(Wavelet transform routines, matlab function use routines, time frequency analysis)
MATLAB算法练习
- 某三层钢筋混泥土结构弹塑性时程分析程序。结构恢复力模型采用三线型刚度退化模型。(time history analysis)
隔震非隔震结构在El-centro地震波下反应
- 集中质量串联模型，在El-centro地震波作用下的时程分析，并分析了隔震与非隔震支座下的顶层位移、速度、加速度的对比情况(The time series analysis of the concentrated mass series model under the action of El-centro seismic wave is carried out, and the comparison of the top displacement, velocity and accelerat
Newmark_and_Central_Difference_method
- 自己编写的时程分析用的程序，包括纽马克法和中心差分法。(Newmark method and Central-difference method)
单自由度弹性时程分析
- 本matlab程序为地震动输入下，单自由度体系处于弹性状态时的响应。
PEERNGARecords_Unscaled (1)
- 用于房屋、大坝、桥梁、水电站等大型结构的时程分析，根据桥梁抗震细则规范标准谱得到的25条地震波(For time history analysis of large structures such as buildings, dams, bridges and Hydropower stations, 25 seismic waves are obtained according to the standard spectrum of seismic rules for bridges.)
单自由度地震能量计算的程序matlab
- 使用双线性滞回模型的单自由度 弹塑性时程分析，MATLAB编程(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)
10层楼弹塑性时程分析
- 基于双线性滞回模型的单自由度 弹塑性时程分析，并采用MATLAB编程实现(Single degree of freedom elastoplastic time history analysis using bilinear hysteretic model, MATLAB programming)
fun_onethird
- 三分之一倍频程函数，将时程结果进行1/3倍频程分析，得到振级结果(octave analysis, which carries out 1/3 octave band analysis for a time-domain signal and converts it into vibration level resutls)