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sassi:user_interface:options:nonlinear

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sassi:user_interface:options:nonlinear [2016/06/27 15:11]
phil
sassi:user_interface:options:nonlinear [2016/08/29 10:21] (current)
phil
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 {{ :​sassi:​user_interface:​nonlinopt.png |}} {{ :​sassi:​user_interface:​nonlinopt.png |}}
  
-The EQL module requires the input files: modelname.sit,​ modelname.hou,​ modelname.EQL,​ and the corresponding nodal displacement files (xxxxxTR_[X,​Y,​Z].THD,​ xxxxxR_[XX,​YY,​ZZ].THD) for the nodes in the shear walls and springs. The modelname is the name of the active model. The .EQL file is written from Submodeler ​. The EQL module reads the corresponding .hou, .sit, .EQL, and corresponding .THD files to generate several output files and a new updated .hou file that can be re-run for the next iteration. This iteration analysis using  ACS SASSI can be very time consuming and laborious. To help the user with this issue the equivalent linear analysis can be executed by running the provided equivalent linear analysis batch file. +The EQL module requires the input files: modelname.sit,​ modelname.hou,​ modelname.EQL,​ and the corresponding nodal displacement files (xxxxxTR_[X,​Y,​Z].THD,​ xxxxxR_[XX,​YY,​ZZ].THD) for the nodes in the shear walls and springs. The modelname is the name of the active model. The .EQL file is written from ACS-SASSI User Interface ​. The EQL module reads the corresponding .hou, .sit, .EQL, and corresponding .THD files to generate several output files and a new updated .hou file that can be re-run for the next iteration. This iteration analysis using  ACS SASSI can be very time consuming and laborious. To help the user with this issue the equivalent linear analysis can be executed by running the provided equivalent linear analysis batch file. 
  
 The EQL module generates a Panelxxxx.crv,​ Panelxxxx.thd,​ Panelxxxx.ths, ​ Panel_EQL_Matl_Prop.txt,​ and Panel.fmu files as outputs for the shear wall elements, and SPRINGxxxx.crv,​ SPRINGxxxx.thd,​ SPRINGxxxx.ths, ​ SPRING_EQL_Matl_Prop.txt,​ and Panel.fmu files as outputs for the spring elements. As well as a general output text file which is named by the user and contains nearly all the input and output data from the program. ​ The EQL module generates a Panelxxxx.crv,​ Panelxxxx.thd,​ Panelxxxx.ths, ​ Panel_EQL_Matl_Prop.txt,​ and Panel.fmu files as outputs for the shear wall elements, and SPRINGxxxx.crv,​ SPRINGxxxx.thd,​ SPRINGxxxx.ths, ​ SPRING_EQL_Matl_Prop.txt,​ and Panel.fmu files as outputs for the spring elements. As well as a general output text file which is named by the user and contains nearly all the input and output data from the program. ​
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   * **Beam** – Beam Number   * **Beam** – Beam Number
-  * **Group Num.** - Group of the Nonlinear ​Bame+  * **Group Num.** - Group of the Nonlinear ​Beam
   * **Spring Gr.** - Spring group for the beam ends   * **Spring Gr.** - Spring group for the beam ends
   * **BBC Num.** - option to define which backbone curve to use for beam   * **BBC Num.** - option to define which backbone curve to use for beam
sassi/user_interface/options/nonlinear.1467054695.txt.gz · Last modified: 2016/06/27 15:11 by phil