ANALYSIS OF BOX GIRDER BRIDGES OF ARBITRARY SHAPE

THE FINITE ELEMENT METHOD HAS BEEN PROVED TO BE THE MOST GENERAL AND HAS BEEN APPLIED IN PRACTICE AT A REASONABLE COMPUTER COST FOR THE ANALYSIS OF SKEW AND CURVED BRIDGES OF VARIABLE OR CONSTANT CROSS SECTION. SOME AUTHORS HAVE BEEN ABLE TO OBTAIN SOLUTION SUCCESSFULLY FOR MULTI-CELL BOX GIRDER BRIDGES WITH SMALL COMPUTER TIME BY ELIMINATING VARYING DEGREES OF FREEDOM. THIS PAPER IS A REVIEW OF SOME RECENT DEVELOPMENTS MADE BY VARIOUS AUTHORS AND A PRESENTATION OF THE STATE OF THE ART. /AUTHOR/

  • Corporate Authors:

    Swiss Federal Institute of Technology

    /Intl Assoc for Bridge & Struc Eng
    ,   USA 
  • Authors:
    • Sisodiya, R G
    • Ghali, A
  • Publication Date: 1973

Media Info

  • Pagination: p. 203-18
  • Serial:
    • Volume: 33-i

Subject/Index Terms

Filing Info

  • Accession Number: 00209975
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Oct 16 1973 12:00AM