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PEERNGARecords_Unscaled (1)

于 2020-06-17 发布 文件大小:6652KB
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代码说明：

  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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    采用初始应力法进行被动土压力分析，程序中对相关矩阵及每一步的意义进行了简要说明(The code uses the initial stress method to analyze the passive earth pressure. The relevant matrix and the significance of each step are briefly explained in the program.)
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  • PEERNGARecords_Unscaled (1)
    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.)
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    积分：1
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