Figure 1. Comparison of Crush Behavior for Two Cross-sectional Configurations
		    Figure 2. Considered Cross-sectional configurations
Multi-CRUSH 			*
|-- README.txt 			*this file
|				
|-- doc				* Documentation: license info, help files, and reports
|   |-- README.doc.txt		* doc README
|   |-- AIAA-2008-2014-577.pdf	* SDM Paper on the early developement of analytical model and finite element results for dynamic cases
|   |-- SDM-Tube_2008_6.ppt	* Presentation file for the above SDM paper
|   |-- Najafi_MS_thesis.pdf	* Master thesis contains detail description and derivation of analytical model
|   |-- TWS_UNDER REVIEW.pdf	* Journal paper that is under review in Thin Walled Structures
|   |-- UserLicence		* Help file to use mathematica codes
`-- src 			* Source files
     |
     |-- README.src.txt		* src README
     |-- mathematica 			* Source files
     |    |				* Mathematica source file
     |    |-- C2CNEW_Revised1.nb	* implementation of the analytical model for corner to corner cross-sectional configuration
     |    |-- C2WNEW_Revised1.nb	* implementation of the analytical model for corner to web cross-sectional configuration
     |    |-- W2CNEW_Revised1.nb	* implementation of the analytical model for web to corner cross-sectional configuration
     |    `-- W2WNEW_Revised1.nb	* implementation of the analytical model for web to web cross-sectional configuration
     `-- lsdyna-validation 			* Source files
          |				* Mathematica source file
          |-- c2cp.k			* lsdyna input file for c2c configuration
          |-- c2wp.k			* lsdyna input file for c2w configuration
          |-- w2cp.k			* lsdyna input file for w2c configuration
          `-- w2wp.k			* lsdyna input file for w2w configuration 
	    
		    Figure 3. Representative FEA Result of Crush Behavior