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earthquake_spectrum
- 地震波的显示，位移反应谱，速度反应谱，加速度反应谱的计算。-Display of seismic waves, the displacement response spectrum, velocity response spectrum, calculates the acceleration response spectrum.
TRMD--Ronge-Kutta
- 带有TRMD阻尼器的受控装置，在各种不同的地震波下的时程响应-Controlled device with TRMD damper, in a variety of seismic waves response time history
meipan
- 脉冲响应的相关分析算法并检验，有井曲线作为输入可计算其地震波的衰减,最小均方误差等算法的MSE的计算。- Related impulse response analysis algorithm and inspection, There is a well attenuation curve as input to calculate its seismic waves, Minimum mean square error MSE calculation algorithm.
fe674
- 计算晶粒的生长，入门级别程序,脉冲响应的相关分析算法并检验，有井曲线作为输入可计算其地震波的衰减。- Calculation of growth, entry-level program grains Related impulse response analysis algorithm and inspection, There is a well attenuation curve as input to calculate its seismic waves.
地震响应
- 将所提供的28条地震动的加速度幅值调整为0.2g，计算并绘制相应的平均加速度反应谱（阻尼比为5%），并以该反应谱为基础，采用振型分解反应谱法计算各楼层的地震力。(The seismic force of each floor is calculated by the mode decomposition response spectrum method.)
002--速度反应谱谱比
- 计算地震数据的速度反应谱，以及速度反应谱谱比曲线，可用于处理地震数据，基于Fortran语言汇编(The velocity response spectrum of seismic data and the spectral ratio curve of velocity response spectrum are calculated, which can be used to process seismic data and are compiled based on Fortran lan
fanyingpuDB
- 把地震波转化为反应谱，可以进行频谱分析。结构工程专业必备。(Conversion of seismic wave into response spectrum)
idarc2d_7.0
- IDARC_2D_7.0 《钢筋混凝土结构非弹性损伤分析》：美国布法罗大学开发的二维平面杆系分析程序IDARC 2D 7.0程序提供现行较为成熟的结构非线性分析，大量参数可由设计者自行调整，包括时程输入，构件恢复力模型，结构阻尼调整等，详尽的结构输出，包括结构刚度、振型变化，层间作用力，构件、楼层及整体结构的变形、耗能和操作状况等，且该软件已得到相关试验的检验，具有相当的工程参考意义。本压缩包里面，包含了许多实例，非常有用。(A Computer Program for Seismic Inel
EL Centro地震反应谱
- EL Centro地震波位移、速度、加速度反应谱(Response spectrum of seismic wave displacement, velocity and acceleration of EL Centro)
Design Spectra
- 利用python语言，根据规范编制地震设计反应谱(Compiling seismic design response spectrum according to codes by Python language)
matlab Ricker
- 地震勘探 AVO正演 雷克子波 运用雷克子波和反射系数进行褶积得到合成地震记录(matlab ricker The seismic record obtained by convolution of rec wavelet and reflection coefficient is one-dimensional, and the AVO response can be identified by the seismic record)