out.txt

雨流计数法~~~~~~~~~~~~~FDSFDSFDS

-----------应力应变雨流计数程序V2.0（详单报告）-------------
---------------编写： 郝龙  单位：长安大学  专业：桥梁与隧道工程---------------
报告数据数目：54
E=1    M=0.13711    S=0.0015
E=1    M=0.19255    S=0.01048
E=1    M=0.31093    S=0.00149998
E=1    M=1.20325    S=0.00890005
E=1    M=1.1066    S=0.0134
E=1    M=1.11105    S=0.00749993
E=1    M=0.60987    S=0.02098
E=1    M=0.16483    S=0.04496
E=1    M=0.16408    S=0.07642
E=1    M=0.089909    S=0.020982
E=1    M=0.12887    S=0.02098
E=1    M=0.52071    S=0.00749999
E=1    M=0.6713    S=0.00300002
E=1    M=1.51865    S=0.0165
E=1    M=1.44675    S=0.00150001
E=1    M=1.41825    S=0.00150001
E=1    M=1.4175    S=0.039
E=1    M=0.51771    S=0.00149995
E=1    M=0.085411    S=0.020978
E=1    M=0.176065    S=0.02547
E=1    M=5.82445    S=0.0179
E=1    M=5.8469    S=0.1558
E=1    M=7.92975    S=0.149899
E=1    M=7.87505    S=0.0105
E=1    M=4.54405    S=0.00750017
E=1    M=1.67305    S=0.0105001
E=1    M=0.643585    S=0.03147
E=1    M=0.44354    S=0.04196
E=1    M=0.383605    S=0.05095
E=1    M=0.59488    S=0.00300002
E=1    M=0.562665    S=0.00149
E=1    M=0.716255    S=0.00299001
E=1    M=1.43925    S=0.0195
E=1    M=1.48125    S=0.00450003
E=1    M=1.0819    S=0.00300002
E=1    M=0.791175    S=0.04495
E=1    M=0.13711    S=0.0045
E=1    M=1.18605    S=0.2023
E=1    M=0.51996    S=0.07192
E=1    M=1.50595    S=0.2757
E=1    M=0.875067    S=1.62127
E=1    M=4.51705    S=5.7555
E=1    M=0.410575    S=0.12887
E=1    M=0.582145    S=0.04045
E=1    M=1.4505    S=0.066
E=0.5    M=0.095151    S=0.00749201
E=0.5    M=0.116877    S=0.050945
E=0.5    M=0.112382    S=0.059936
E=0.5    M=0.767957    S=1.37109
E=0.5    M=0.753722    S=1.39956
E=0.5    M=4.19862    S=8.28936
E=0.5    M=4.33348    S=8.01964
E=0.5    M=1.00098    S=1.35464
E=0.5    M=1.1793    S=0.99801