COMPUTER PROGRAM FOR PRISMATIC FOLDER PLATES WITH PLATE AND BEAM ELEMENTS

A GENERAL COMPUTER PROGRAM WAS DEVELOPED WHICH IS CAPABLE OF ANALYZING ANY PRISMATIC CELLULAR OR OPEN FOLDED PLATE STRUCTURE WITH TRANSVERSE DIAPHRAGMS AND PLANAR FRAMES AT ANY SECTION AS WELL AS LONGITUDINAL BEAMS. THE STRUCTURE MAY BE SUBJECTED TO SURFACE LOADS, LINE LOADS, CONCENTRATED LOADS AS WELL AS KNOWN DISPLACEMENTS. THE SOLUTION IS BASED ON THE FINITE ELEMENT METHOD IN CONJUNCTION WITH THE DIRECT STIFFNESS METHOD. ALL FINAL MODAL DISPLACEMENTS, REACTIONS, AND INTERNAL FORCES AND MOMENTS IN FRAME ELEMENTS AND WITHIN FINITE ELEMENTS ARE PRINTED OUT AT POINTS SELECTED BY THE USER. /AUTHOR/

  • Supplemental Notes:
    • Rept No SESM 70-3, 118 pp, 16 Fig, 4 Tab, 5 Ref, 2 App
  • Corporate Authors:

    University of California, Berkeley

    Berkeley, CA  United States  94720

    California Department of Transportation

    1120 N Street
    Sacramento, CA  United States  95814

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Meyer, C
    • Scordelis, A C
  • Publication Date: 1970-2

Subject/Index Terms

Filing Info

  • Accession Number: 00207953
  • Record Type: Publication
  • Source Agency: Federal Highway Administration
  • Report/Paper Numbers: D-4-53
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Jul 27 1970 12:00AM