...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...

...WJ HARVEY; FW SMITH; RE FALCONER; C MELBOURNE; PJ WALKER Proc. Instn Civ.Engrs. Part 2. 1988,85, Dec., 739-742 DISCUSSIONTONN 495 STRUCTUREANLGINEERGINRGOUP Semicircular arches W. J. Harvey and F. W. Smith Mr R. E. Falconer,Structural Survey Partnership For some time now, our Company has been...

...WJ HARVEY; FW SMITH © Thomas Telford and ICE 1987 DUNDEE UNIVERSITY ARCHES SEMICIRCULAR THRUST FORCES TESTS BRIDGES LOADS LINES THRUST LINE PRESSURE FILL FAILURES VERTICAL HORIZONTAL BARGOWER STRATHCLYDE SCOTLAND UK Proc. Instn Cio. Engrs, Part 2,1987,83...

... 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...

... semi-circular shape have been studied using a discreteelement technique previously developedfor the numericalanalysisofbeam-columns.Undercentralpointloading, the low-rise arches exhibited unstable post-buckling response whereas tohfathe semicircular arch was stable. Each arch was also analysed...