... from the opening of voussoir joints through eccentric compression forces which results In adjacent voussoirs sliding against each other. If sliding does not take place, a four-hinged mechanism will form, leading eventually to an instability failure. Another form of instability failure can be caused...

... METHODS VOUSSOIRS STRENGTH EQUATIONS JOINTS THRUST LINES THRUST LINE Proc. Instn Ciu. Engrs, Part 2, 1984, 77, Dec., 505-517 DISCUSSION ON TECHNICALNOTE 392 Buckling of masonry arches 0. Vilnay Professor J. Heyman, University of Cambridge Dr Vilnay sresults on the buckling of arches would...

... MECHANICS BRIDGES ANALYSIS VOUSSOIRS BARRELS TESTS PROCEDURE SPANS EFFECTIVE PARAMETERS Proc. Instn Ciu. Engrs, Part 2,1984,77, Sept., 40 1-404 DISCUSSION ON PAPER 8677 A method for determining the permissible loading of brick and masonry arches R. P. Walklate and J. W. Mann Mr B. L. Davies...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

...J HEYMAN; A J S PIPPARD; MEXE CAMBRIDGE UNIVERSITY MINISTRY OF TRANSPORT MILITARY ENGINEERING EXPERIMENT ESTABLISHMENT MEXE ESTIMATING ARCHES AXLES BRICKS PLASTIC SAFETY ASSESSMENT RING STRENGTH MAXIMUM MEXE LOADS METHODS SOLUTIONS LIVE VOUSSOIRS PONTE MOSCA MASONRY...

...J HEYMAN; C J PADFIELD © Thomas Telford and ICE 1972 CAMBRIDGE UNIVERSITY MASONRY STUDIES CONVENTIONAL LOADS VOUSSOIRS BRIDGES ASSESSMENT THRUST LINE LINES THRUST SPANS PUNCHING SAFETY ANALYSIS EMPIRICAL FOOTBRIDGES CLARE COLLEGE CAMBRIDGE UK 7554 Two...

... HOLLOW VOUSSOIRS CONTRACTORS CONSULTANTS OVERSEAS RELATIONS LONGITUDINAL REINFORCEMENT CRANES TITAN GLADESVILLE PARRAMATTA NEW SOUTH WALES AUSTRALIA Disc~ssionon Paper No. 6860 Gladesville Bridge by J. W. Baxter, B.Sc.(Eng M.I.C.E. A. F. Gee, M.A., A.M.I.C.E. and H. B. James...

...J W BAXTER; A F GEE; H B JAMES © Thomas Telford and ICE 1965 NEW SOUTH WALES DEPT OF MAIN ROADS BRIDGES RIVERS REINFORCED CONCRETE ARCHES PRESTRESSED TUBULAR BEAMS DECKS SPANS FLEXIBLE COLUMNS CLEARANCE RIBS HOLLOW VOUSSOIRS FALSEWORK IN SITU JOINTS FLAT JACKS...

... ALIGNMENT SEGMENTAL MANUFACTURE CEMENT SEGMENTS QUALITY ULTRASONIC LOADING RINGS CIRCULAR VOUSSOIRS MOULDS CASTING OPENINGS VENTILATION AIR SHAFTS UNDERPINNING HEADWALLS PLANT CABLES WALLS ATTACHMENT EQUIPMENT TRACK LAYING TRACKLAYING POTTERS BAR UK Paper No. 6511...