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Keywords: SEMICIRCULAR
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Journal Articles
MODEL TESTS ON MASONRY ARCHES. (INCLUDES APPENDICES).
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (2): 299–321.
Published: 01 June 1991
...R ROYLES; A W HENDRY © Thomas Telford and ICE 1991 MODELS TESTS MASONRY ARCHES BRIDGES SPANS STRUCTURAL BEHAVIOUR EFFECT STRENGTH FILL SPANDRELS ACOUSTICS EMISSIONS TECHNIQUES METHODS RESPONSES APPLIED LOADS RISE RATIOS VAULTS SEMICIRCULAR DEFLECTION WINGS WALLS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 739–742.
Published: 01 December 1988
...WJ HARVEY; FW SMITH; RE FALCONER; C MELBOURNE; PJ WALKER SEMICIRCULAR ARCHES LATERAL PRESSURE STRENGTH PREDICTION METHODS BRIDGES MASONRY FILL COMPUTERS ANALYSIS PROGRAMS CAPACITY HINGES BEHAVIOUR TESTS MODELS FAILURES SPANDRELS SENSITIVITY MECHANISMS WATERPROOFING ROADS...
Journal Articles
SEMICIRCULAR ARCHES. TECHNICAL NOTE 495.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1987) 83 (4): 845–849.
Published: 01 December 1987
...WJ HARVEY; FW SMITH Proc. Instn Cio. Engrs, Part 2,1987,83,Dec., 845-849 TECHNNICOATEL 495 STRUCTUENRAGLINEERING GROUP Semicircular arches W. J. HARVEY, BSc, PhD, MICE* F. W. SMITH, BSc, MICE? It is often said that semicircular and other steep haunched arches are far from ideal because the line...
Journal Articles
THE MEDIAEVAL EXE BRIDGE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1979) 66 (1): 127–139.
Published: 01 February 1979
... DEMOLITION RESTORATION SURVIVING CHAPELS PIERS ESTATES SEMICIRCULAR ANCIENT EXE BRIDGE EXE EXETER DEVON ENGLAND ST EDMUND CHANTERY CHAPEL UK EUROPE Proc. Instn Civ. Engrs, Part 1, 1979, 66, Feb., 127-139 8134 The mediaeval Exe Bridge The mediaeval Exe Bridge was builtat the endof...
Journal Articles
POST-BUCKLING BEHAVIOUR OF ELASTIC CIRCULAR ARCHES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 283–298.
Published: 01 June 1978
...HB HARRISON © Thomas Telford and ICE 1978 SYDNEY UNIVERSITY POST BUCKLING CIRCULAR SECOND ORDER SEMICIRCULAR ELEMENTS STABILITY DEFORMATION BIFURCATION IN PLANE PROGRAMS BEHAVIOUR ARCHES ANALYSIS TECHNIQUES UNSTABLE LOADS CURVES METHODS BASES NUMERICAL ELASTIC...
