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[Grammatica-users] Parsing fixed format
From
:
Jonas Forssell
Subject
:
[Grammatica-users] Parsing fixed format
Date
:
Tue, 28 Mar 2006 20:49:20 +0200 (CEST)
I'm a complete beginner to Grammatica so forgive me if this is a FAQ.
How do I formulate a grammar to parse a file in fixed 8 character format?
Here is an example from a nastran file:
*****************************************************************
$ NASTRAN input file created by the MSC MSC.Nastran input file
$ translator ( MSC.Patran 13.0.053 ) on March 26, 2006 at 15:11:01.
$ Direct Text Input for Nastran System Cell Section
$ Direct Text Input for File Management Section
$ Linear Static Analysis, Database
SOL 101
$ Direct Text Input for Executive Control
CEND
SEALL = ALL
SUPER = ALL
TITLE = MSC.Nastran job created on 26-Mar-06 at 09:06:04
ECHO = NONE
$ Direct Text Input for Global Case Control Data
SUBCASE 1
$ Subcase name : Default
SUBTITLE=Default
SPC = 2
LOAD = 2
DISPLACEMENT(SORT1,REAL)=ALL
SPCFORCES(SORT1,REAL)=ALL
STRESS(SORT1,REAL,VONMISES,BILIN)=ALL
BEGIN BULK
PARAM POST 0
PARAM AUTOSPC YES
PARAM PRTMAXIM YES
$ Direct Text Input for Bulk Data
$ Elements and Element Properties for region : p_steel
PSHELL 1 1 10. 1 1
$ Pset: "p_steel" will be imported as: "pshell.1"
CTRIA3 1 1 13 12 1
CTRIA3 2 1 1 2 13
CTRIA3 3 1 2 3 13
CTRIA3 4 1 14 13 3
CTRIA3 5 1 15 14 3
CTRIA3 6 1 3 4 15
CTRIA3 7 1 4 5 15
CTRIA3 8 1 16 15 5
CTRIA3 9 1 17 16 5
CTRIA3 10 1 5 6 17
$ Elements and Element Properties for region : p_rf_steel
PSHELL 2 2 10. 2 2
$ Pset: "p_rf_steel" will be imported as: "pshell.2"
CTRIA3 11 2 6 7 17
CTRIA3 12 2 18 17 7
CTRIA3 13 2 19 18 7
CTRIA3 14 2 7 8 19
CTRIA3 15 2 8 9 19
CTRIA3 16 2 20 19 9
CTRIA3 17 2 21 20 9
CTRIA3 18 2 9 10 21
CTRIA3 19 2 10 11 21
CTRIA3 20 2 22 21 11
$ Referenced Material Records
$ Material Record : steel
$ Description of Material : Date: 26-Mar-06 Time: 08:38:38
MAT1 1 210000. .3 7.8E-6
$ Material Record : rf_steel
$ Description of Material : Date: 26-Mar-06 Time: 11:36:33
MAT1 2 190000. .3 8.E-6
$ Nodes of the Entire Model
GRID 1 0. 0. 10.
GRID 2 10. 0. 10.
GRID 3 20. 0. 10.
GRID 4 30. 0. 10.
GRID 5 40. 0. 10.
GRID 6 50. 0. 10.
GRID 7 60. 0. 10.
GRID 8 70. 0. 10.
GRID 9 80. 0. 10.
GRID 10 90. 0. 10.
GRID 11 100. 0. 10.
GRID 12 0. 0. 0.
GRID 13 10. 0. 0.
GRID 14 20. 0. 0.
GRID 15 30. 0. 0.
GRID 16 40. 0. 0.
GRID 17 50. 0. 0.
GRID 18 60. 0. 0.
GRID 19 70. 0. 0.
GRID 20 80. 0. 0.
GRID 21 90. 0. 0.
GRID 22 100. 0. 0.
$ Loads for Load Case : Default
SPCADD 2 1
LOAD 2 1. 1. 1
$ Displacement Constraints of Load Set : indsp
SPC1 1 123456 1 12
$ Nodal Forces of Load Set : last
FORCE 1 11 0 50. 0. -1. 0.
FORCE 1 22 0 50. 0. -1. 0.
$ Referenced Coordinate Frames
ENDDATA 929a5961
***********************************************************
Thanks
/Jonas Forssell, Gothenburg, Sweden
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