* BOUNDARY_SPC_NODE
* CONTROL_IMPLICIT_EIGENVALUE
* CONTROL_IMPLICIT_GENERAL
* CONTROL_SOLUTION
* CONTROL_TERMINATION
* DATABASE_BINARY_D3PLOT
* DATABASE_EXTENT_BINARY
* DATABASE_FREQUENCY_BINARY_D3PSD
* DATABASE_FREQUENCY_BINARY_D3RMS
* DATABASE_HISTORY_BEAM
* DATABASE_HISTORY_NODE
* DATABASE_SPCFORC
* DEFINE_CURVE_TITLE
* ELEMENT_BEAM_ORIENTATION
* ELEMENT_MASS
*结束
* FREQUENCY_DOMAIN_RANDOM_VIBRATION
*关键字
* MAT_ELASTIC
*节点
*部分
* SECTION_BEAM_TITLE
*标题
*关键字
*标题
PSD简单梁的最终质量
* FREQUENCY_DOMAIN_RANDOM_VIBRATION
1
0.0238
1
2 1
* DATABASE_FREQUENCY_BINARY_D3PSD
1
80年。120年。401年
* DATABASE_FREQUENCY_BINARY_D3RMS
1
* CONTROL_IMPLICIT_EIGENVALUE
1 0.000 0 - 1.000 - 01.0000 e + 29 e + 29 2 0.000
0 0 0 0 1
* DATABASE_HISTORY_NODE
1 2 3 4 5
* DATABASE_HISTORY_BEAM
1 2 4 5 6
* CONTROL_IMPLICIT_GENERAL
1.000000 - 2 1 2 0 0 1
* CONTROL_SOLUTION
0 0 0 0
* CONTROL_TERMINATION
0.000 0.000 0.000 1.000000 0
* DATABASE_SPCFORC
0.100000 0 0 1
* DATABASE_BINARY_D3PLOT
0.100000 0 0 0 0
0
* DATABASE_EXTENT_BINARY
0 0 3 0 1 1 1 1
0 0 0 1 1 1 2 1
1.000000 0 0 0 0 0压力压力
* BOUNDARY_SPC_NODE
1 0 1 1 1 1 1 1
*部分
FEMAP属性1梁
1 1 1 0 0 0 0 0
* SECTION_BEAM_TITLE
0.25 x2”梁横截面
1 1 5 0 0.000 0.853430 0.000
0.250000 0.250000 2.000000 2.000000 0.000 0.000
* MAT_ELASTIC
1 0.000 - 1.0000 e + 7 0.330000 0.000 0.000 0
* DEFINE_CURVE_TITLE
PSD曲线
1 0 1.000000 1.000000 0.000 0.000 0
80.0000000 - 29800.000000
120.0000000 - 29800.000000
* ELEMENT_BEAM_ORIENTATION
* ELEMENT_MASS
3 2 0.0012953 0
*节点
*结束
