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.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0419212108
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Corporate Authors:
E and F Spon Limited
2-6 Boundary Road
London, England -
Authors:
- MELBOURNE, C
- TAO, H
- Conference:
- Publication Date: 1996
Language
- English
Media Info
- Features: References;
- Pagination: p. 233-8
Subject/Index Terms
- TRT Terms: Arch bridges; Conferences; Deformation; Failure; Finite element method; Masonry construction; Nonlinear systems; Scale models; Structural models; Weighing devices
- Uncontrolled Terms: Scale
- ITRD Terms: 3427: Arch bridge; 8525: Conference; 5595: Deformation; 5520: Failure; 6490: Finite element method; 4529: Masonry; 6205: Model (not math); 6482: Non linear system; 6204: Scale
- Subject Areas: Bridges and other structures;
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