* BOUNDARY_NON_REFLECTING
* CONTROL_ENERGY
* CONTROL_HOURGLASS
* CONTROL_TERMINATION
* CONTROL_TIMESTEP
* DAMPING_FREQUENCY_RANGE
* DATABASE_BINARY_D3PLOT
* DATABASE_BINARY_D3THDT
* DATABASE_GLSTAT
* DEFINE_CURVE
* ELEMENT_SOLID
*结束
* FREQUENCY_DOMAIN_ACOUSTIC_BEM
*关键字
* LOAD_NODE_POINT
* MAT_ACOUSTIC
* MAT_ELASTIC
*节点
*部分
*部分
* SECTION_SHELL
* SECTION_SOLID
* SET_NODE_LIST
* SET_SEGMENT
*标题
*关键字
*标题
声场产生的振动板,通过基尔霍夫方法
* FREQUENCY_DOMAIN_ACOUSTIC_BEM
1.210000 340.00000 28.000000 350.00000 162 0.001 0.000 2.0000 e-5
1 1 0 0 4
1 0.000 0 0
1
1 1 0 0
* CONTROL_ENERGY
2 0 0 0
* CONTROL_HOURGLASS
0 0.000
* CONTROL_TERMINATION
0.000 0.000 0.000 1.024000 0
* CONTROL_TIMESTEP
0.000 - 0.900000 0.000 - -1.100 e-6 0 0 0
0.000 0 0
* DATABASE_GLSTAT
1.0000 0 0 1的军医
* DATABASE_BINARY_D3PLOT
0.005000 0 0 0 0
0
* DATABASE_BINARY_D3THDT
0.001000 0 0 0 0
* BOUNDARY_NON_REFLECTING
1)0.000 - 0.000
* LOAD_NODE_POINT
477 3 1 0.000 0 0 0 0
*部分
1 1 1 0 0 0 0 0
* SECTION_SHELL
1 16 1.000000 3 0 0 0 0
0.001000 0.001000 0.001000 0.001000 0.000 0.000 0.000 0
* MAT_ELASTIC
1 7800.00002.1000E + 11 0.300000 0.000 0.000 0
*部分
2 2 2 0 0 0 0 0
* SECTION_SOLID
2 8 0
* MAT_ACOUSTIC
2 1.210000 340.00000 0.000 0.000 0.000 - 0.000
0.000 0.000 0.000 0.000 0.000 0.000
* DEFINE_CURVE
* SET_NODE_LIST
1 0.000 0.000 0.000 0.000
10000 0 0 0 0 0 0 0
* SET_SEGMENT
* DAMPING_FREQUENCY_RANGE
0.010000 30.000000 300.00000 0
* ELEMENT_SOLID
*节点
*结束
