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PEERNGARecords_Unscaled (1)

于 2020-06-17 发布
0 292
下载积分: 1 下载次数: 1

代码说明:

说明:  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.)

文件列表:

RSN1_HELENA.A_A-HMC180.AT2, 78673 , 2019-08-09
RSN1_HELENA.A_A-HMC180.VT2, 78672 , 2019-08-09
RSN1_HELENA.A_A-HMC180.DT2, 78674 , 2019-08-09
RSN1_HELENA.A_A-HMC270.AT2, 78827 , 2019-08-09
RSN1_HELENA.A_A-HMC270.VT2, 78826 , 2019-08-09
RSN1_HELENA.A_A-HMC270.DT2, 78828 , 2019-08-09
RSN1_HELENA.A_A-HMCDWN.AT2, 78905 , 2019-08-09
RSN1_HELENA.A_A-HMCDWN.VT2, 78904 , 2019-08-09
RSN1_HELENA.A_A-HMCDWN.DT2, 78906 , 2019-08-09
RSN6_IMPVALL.I_I-ELC180.AT2, 82988 , 2019-08-09
RSN6_IMPVALL.I_I-ELC180.VT2, 82987 , 2019-08-09
RSN6_IMPVALL.I_I-ELC180.DT2, 82989 , 2019-08-09
RSN6_IMPVALL.I_I-ELC270.AT2, 82603 , 2019-08-09
RSN6_IMPVALL.I_I-ELC270.VT2, 82602 , 2019-08-09
RSN6_IMPVALL.I_I-ELC270.DT2, 82604 , 2019-08-09
RSN6_IMPVALL.I_I-ELC-UP.AT2, 83064 , 2019-08-09
RSN6_IMPVALL.I_I-ELC-UP.VT2, 83063 , 2019-08-09
RSN6_IMPVALL.I_I-ELC-UP.DT2, 83065 , 2019-08-09
RSN9_BORREGO_B-ELC000.AT2, 154201 , 2019-08-09
RSN9_BORREGO_B-ELC000.VT2, 154200 , 2019-08-09
RSN9_BORREGO_B-ELC000.DT2, 154202 , 2019-08-09
RSN9_BORREGO_B-ELC090.AT2, 154202 , 2019-08-09
RSN9_BORREGO_B-ELC090.VT2, 154201 , 2019-08-09
RSN9_BORREGO_B-ELC090.DT2, 154203 , 2019-08-09
RSN9_BORREGO_B-ELC-UP.AT2, 154202 , 2019-08-09
RSN9_BORREGO_B-ELC-UP.VT2, 154201 , 2019-08-09
RSN9_BORREGO_B-ELC-UP.DT2, 154203 , 2019-08-09
RSN14_KERN_SBA042.AT2, 116409 , 2019-08-09
RSN14_KERN_SBA042.VT2, 116408 , 2019-08-09
RSN14_KERN_SBA042.DT2, 116410 , 2019-08-09
RSN14_KERN_SBA132.AT2, 116410 , 2019-08-09
RSN14_KERN_SBA132.VT2, 116409 , 2019-08-09
RSN14_KERN_SBA132.DT2, 116411 , 2019-08-09
RSN14_KERN_SBA-UP.AT2, 116563 , 2019-08-09
RSN14_KERN_SBA-UP.VT2, 116562 , 2019-08-09
RSN14_KERN_SBA-UP.DT2, 116564 , 2019-08-09
RSN15_KERN_TAF021.AT2, 83910 , 2019-08-09
RSN15_KERN_TAF021.VT2, 83909 , 2019-08-09
RSN15_KERN_TAF021.DT2, 83911 , 2019-08-09
RSN15_KERN_TAF111.AT2, 83943 , 2019-08-09
RSN15_KERN_TAF111.VT2, 83942 , 2019-08-09
RSN15_KERN_TAF111.DT2, 83944 , 2019-08-09
RSN15_KERN_TAF-UP.AT2, 83741 , 2019-08-09
RSN15_KERN_TAF-UP.VT2, 83740 , 2019-08-09
RSN15_KERN_TAF-UP.DT2, 83742 , 2019-08-09
RSN20_NCALIF.FH_H-FRN044.AT2, 123412 , 2019-08-09
RSN20_NCALIF.FH_H-FRN044.VT2, 123411 , 2019-08-09
RSN20_NCALIF.FH_H-FRN044.DT2, 123413 , 2019-08-09
RSN20_NCALIF.FH_H-FRN314.AT2, 123413 , 2019-08-09
RSN20_NCALIF.FH_H-FRN314.VT2, 123412 , 2019-08-09
RSN20_NCALIF.FH_H-FRN314.DT2, 123414 , 2019-08-09
RSN20_NCALIF.FH_H-FRN-UP.AT2, 123412 , 2019-08-09
RSN20_NCALIF.FH_H-FRN-UP.VT2, 123411 , 2019-08-09
RSN20_NCALIF.FH_H-FRN-UP.DT2, 123413 , 2019-08-09
RSN26_HOLLISTR_B-HCH181.AT2, 124870 , 2019-08-09
RSN26_HOLLISTR_B-HCH181.VT2, 124869 , 2019-08-09
RSN26_HOLLISTR_B-HCH181.DT2, 124871 , 2019-08-09
RSN26_HOLLISTR_B-HCH271.AT2, 124947 , 2019-08-09
RSN26_HOLLISTR_B-HCH271.VT2, 124946 , 2019-08-09
RSN26_HOLLISTR_B-HCH271.DT2, 124948 , 2019-08-09
RSN26_HOLLISTR_B-HCH-UP.AT2, 125408 , 2019-08-09
RSN26_HOLLISTR_B-HCH-UP.VT2, 125407 , 2019-08-09
RSN26_HOLLISTR_B-HCH-UP.DT2, 125409 , 2019-08-09
RSN28_PARKF_C12050.AT2, 68434 , 2019-08-09
RSN28_PARKF_C12050.VT2, 68433 , 2019-08-09
RSN28_PARKF_C12050.DT2, 68435 , 2019-08-09
RSN28_PARKF_C12320.AT2, 68435 , 2019-08-09
RSN28_PARKF_C12320.VT2, 68434 , 2019-08-09
RSN28_PARKF_C12320.DT2, 68436 , 2019-08-09
RSN28_PARKF_C12DWN.AT2, 68281 , 2019-08-09
RSN28_PARKF_C12DWN.VT2, 68280 , 2019-08-09
RSN28_PARKF_C12DWN.DT2, 68282 , 2019-08-09
RSN30_PARKF_C05085.AT2, 68048 , 2019-08-09
RSN30_PARKF_C05085.VT2, 68047 , 2019-08-09
RSN30_PARKF_C05085.DT2, 68049 , 2019-08-09
RSN30_PARKF_C05355.AT2, 67972 , 2019-08-09
RSN30_PARKF_C05355.VT2, 67971 , 2019-08-09
RSN30_PARKF_C05355.DT2, 67973 , 2019-08-09
RSN30_PARKF_C05DWN.AT2, 67972 , 2019-08-09
RSN30_PARKF_C05DWN.VT2, 67971 , 2019-08-09
RSN30_PARKF_C05DWN.DT2, 67973 , 2019-08-09
RSN31_PARKF_C08050.AT2, 40559 , 2019-08-09
RSN31_PARKF_C08050.VT2, 40558 , 2019-08-09
RSN31_PARKF_C08050.DT2, 40560 , 2019-08-09
RSN31_PARKF_C08320.AT2, 40637 , 2019-08-09
RSN31_PARKF_C08320.VT2, 40636 , 2019-08-09
RSN31_PARKF_C08320.DT2, 40638 , 2019-08-09
RSN31_PARKF_C08DWN.AT2, 40560 , 2019-08-09
RSN31_PARKF_C08DWN.VT2, 40559 , 2019-08-09
RSN31_PARKF_C08DWN.DT2, 40561 , 2019-08-09
RSN33_PARKF_TMB205.AT2, 47095 , 2019-08-09
RSN33_PARKF_TMB205.VT2, 47094 , 2019-08-09
RSN33_PARKF_TMB205.DT2, 47096 , 2019-08-09
RSN33_PARKF_TMB295.AT2, 47095 , 2019-08-09
RSN33_PARKF_TMB295.VT2, 47094 , 2019-08-09
RSN33_PARKF_TMB295.DT2, 47096 , 2019-08-09
RSN33_PARKF_TMBDWN.AT2, 47095 , 2019-08-09
RSN33_PARKF_TMBDWN.VT2, 47094 , 2019-08-09
RSN33_PARKF_TMBDWN.DT2, 47096 , 2019-08-09
RSN36_BORREGO_A-ELC180.AT2, 123405 , 2019-08-09

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    说明:  三层框架,瑞雷阻尼。 激励是白噪声。 先计算得到理论的响应时程,理论频率,再利用响应做峰值法识别频率模态,与理论频率对比。 程序只写到了画ANPSD曲线,还需要自己写一个拾取峰值的代码。(Three story frame, Rayleigh damping. The excitation is white noise. First, the theoretical response time history and frequency are calculated, and then the peak response method is used to identify the frequency mode, which is compared with the theoretical frequency. Later, you need to write a code to pick up the frequency corresponding to the peak value.)
    2019-12-08 21:54:13下载
    积分:1
  • ResponseSpectra
    生成地震动反应谱的matlab函数,输入加速度时程,阻尼比,输出:1列:加速度反应谱,2列:速度反应谱,3列:位移反应谱(Matlab function for generating seismic response spectrum)
    2019-06-29 22:27:55下载
    积分:1
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    说明:  滞回环面积求解,实验数据中滞回曲线的面积计算,采用MATLAB编写。(Solving the area of hysteresis loop)
    2020-01-30 16:14:59下载
    积分:1
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    说明:  abaqus的动态力学数值模拟源文件,适合abaqus新手操作练习使用(ABAQUS source files for numerical simulation of plate constraints, suitable for ABAQUS novice operation exercises)
    2020-06-24 02:20:02下载
    积分:1
  • 结构振动控制代码
    说明:  可以用该程序进行多自由度结构的地震控制计算(Earthquake control calculation of structures)
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    积分:1
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