OPEN SPANDREL MASONRY ARCH BRIDGES

The general behaviour of an open spandrel masonry arch bridge is studied using the non-linear finite element method (FEM). One failure mode is verified by a small scale model test. Some conclusions are drawn and further work is also discussed. (A) For the covering abstract see IRRD 882313.

Language

  • English

Media Info

  • Features: References;
  • Pagination: p. 233-8

Subject/Index Terms

Filing Info

  • Accession Number: 00729466
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • ISBN: 0-419-21210-8
  • Files: ITRD
  • Created Date: Dec 26 1996 12:00AM