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Keywords: RIBS
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 151–177.
Published: 01 January 1935
...G L GROVES © Thomas Telford and ICE 1935 LONDON COUNTY COUNCIL, DORMAN LONG BRIDGES REMOVAL PIERS CYLINDERS CAISSONS SINKING ABUTMENTS RIVERS STEELWORK ERECTION STEEL ARCHES RIBS SPANS ROADWAYS FOOTPATHS APPROACHES LOADING TESTS LOADS WROUGHT IRON...
Journal Articles
E GRANTER, A HILEY, H R LINTERN, G M MCKELVIE, G C MINNITT, L H NICHOLS, P L PRATLEY, M A RAVENOR, G M T REES, S B SHANNON, A I SLEIGH, F C TEMPLE, J D WATSON, G L GROVES, A W H DEAN
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 228–252.
Published: 01 January 1935
...E GRANTER; A HILEY; H R LINTERN; G M MCKELVIE; G C MINNITT; L H NICHOLS; P L PRATLEY; M A RAVENOR; G M T REES; S B SHANNON; A I SLEIGH; F C TEMPLE; J D WATSON; G L GROVES; A W H DEAN © Thomas Telford and ICE 1935 SUBMERSIBLE DISCHARGES BRIDGES CONSTRUCTION JACKING STEEL RIBS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 229 (1930): 97–113.
Published: 01 January 1930
...J MITCHELL © Thomas Telford and ICE 1930 J WATT SANDEMAN RECONSTRUCTION GRAVING DOCKS ENTRANCES GATES SINGLE LEAF SINGLE LEAF LEAVES SHIPS COFFERDAMS PILING QUAYS WALLS PILES EXCAVATING DRIVING CONCRETE PITCH CULVERTS FILL FILLING MILD STEEL RIBS PUMPING...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 230 (1930): 194–202.
Published: 01 January 1930
...W O LEITCH; G LINDENTHAL; P L PRATLEY; W T SHADDOCK; G L GROVES; D ANDERSON © Thomas Telford and ICE 1930 BRIDGES SINKING CAISSONS ARCHES SPANS AESTHETICS BRACING RIBS CHORDS GIRDERS ERECTION APPROACHES METHODS PROCEDURE STONE STEEL TYNE NEWCASTLE WEAR WEARMOUTH...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 230 (1930): 167–188.
Published: 01 January 1930
...D ANDERSON © Thomas Telford and ICE 1930 DORMAN LONG BRIDGES STEEL ARCHES TWO HINGED FOUNDATIONS CAISSONS SINKING BEARINGS APPROACHES RETAINING WALLS CONSTRUCTION CONTINUOUS SPANS ERECTION DESIGN RIBS CHORDS EXPANSION JOINTS ABUTMENTS TOWERS RIVERS ACCIDENTS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1930) 230 (1930): 144–166.
Published: 01 January 1930
...G L GROVES SIR WILLIAM ARROL BRIDGES IRON ARCHES RECONSTRUCTION THREE PINNED STEEL RIBS ROADWAYS ABUTMENTS SPANS EXCAVATIONS FOUNDATIONS CONCRETE GIRDERS SKEWBACK STEELWORK ERECTION DECKS COSTS MAINS CABLES RIVERS WEARMOUTH SUNDERLAND RIVER WEAR UK...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1915) 199 (1915): 347–369.
Published: 01 January 1915
...F C LEA © Thomas Telford and ICE 1915 INFLUENCE DIAGRAMS ARCHES RIBS HINGES TWO HINGED EQUATIONS BEAMS CURVED SPANS BENDING MOMENTS SECTIONS PARABOLIC SHEAR MEMBERS BOOMS STRESS LOADS SEGMENTAL CONSTANT LATTICE LEA ON INFLUENCE DIAGRAMS FOR AN ARCH-RIB. 347 Papers...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1913) 191 (1913): 286–299.
Published: 01 January 1913
...C V CHILDS 286 CHILDS ON THE THEORY OF. ARCHED RIBS. [Selected (Paper No. 4016.) On the Theory of Arched Ribs. By CHARLESVIVIANCHILDS,Assoc. M. Inst. C.E. TEXT-BOOKoSn thetheory of structures, when dealing with the subject of arched ribs, confine their attention to those in which the centre...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1913) 193 (1913): 283–298.
Published: 01 January 1913
...W MASON © Thomas Telford and ICE 1913 METHODS FORCES FRAMED RIBS FIXED ENDS TEMPERATURE STRESS WIND MEMBERS BARS APPLICATIONS SHEDS FRAMES CALCULATIONS BARROW ADMIRALTY SHED ENGLAND UK SECT1. 1.-OTHER SELECTEDPAPERS. (Paper No. 4037.) A Method...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1911) 183 (1911): 223–230.
Published: 01 January 1911
...P L J DE SEGRAIS © Thomas Telford and ICE 1911 RECONSTRUCTION BRIDGES REINFORCED CONCRETE ROADWAYS ROADS DEFLECTION RIBS STEEL ERECTION CANTILEVER TESTS TIMBER FALSEWORK COSTS TRIANON MAURITIUS ! i .T~ Selected DE SEGRAIS ON RECONSTRUCTION OF TRIANOK BRIDGE...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1907) 170 (1907): 1–23.
Published: 01 January 1907
... CONSTRUCTION DESIGN TWO HINGED SPANDRELS BRACES SKEWBACK RIBS BEAMS GIRDERS BRACING THE INSTITUTION OF CIVIL ENGINEERS. SESSION 1906-1907.-PART IV. SECT1. .-MINUTES OF PROCEEDINGS 19 March, 1907. Sir ALEXANDER B. W. KENNEDY, LL.D., F.R.S., President, in the Chair. (Paper No. 3675). The Victoria...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1901) 145 (1901): 139–173.
Published: 01 January 1901
...J HUSBAND © Thomas Telford and ICE 1901 BRIDGES STRUCTURES AESTHETICS MASONRY DESIGN ARCHES RIVERS VIADUCTS SPANDRELS PIERS PARAPETS ABUTMENTS METALS IRON STEEL CANTILEVER SUSPENSION RIBS CANALS TRUSSES GIRDERS LATTICE PLATES ORNAMENTAL DIMENSIONS SPANS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1900) 140 (1900): 180–191.
Published: 01 January 1900
...A WATSON © Thomas Telford and ICE 1900 MAINTENANCE RAILWAYS TUNNELS INSTRUMENTS RIBS TIMBER REPAIRS CONSTRUCTION BRICKWORK COSTS PRACTICE DEFECTS 180 WATSOONMNAJNTENANOE OF RAILWATYUNNELS. [Seleoted (Paper No. 3172.) Maintenance of Railway Tunnels. By ARTHURWATSON, Assoc...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1898) 131 (1898): 323–337.
Published: 01 January 1898
...,2 and the results are appliedt o the cases of a parabolic rib of uniform stiffness when both fixed and hinged a t the ends. In this investigation, which is carried out insoamewhat difficult and unusual way, it will be found that certain assumptionasre made leading to slightliyncorrecrtesultsT. hese...
Journal Articles
J C HAWKSHAW, M LONGRIDE, C E STROMEYER, B DONKIN, E R DOLBY, D HALPIN, H R SANKEY, F W WALKER, W C UNWIN, D S CAPPER, W G WALKER, H DAVEY, J G LIVERSIDGE, G M CLARK, A B W KENNEDY, J HOPKINSON, PATC
Minutes of the Proceedings of the Institution of Civil Engineers (1898) 131 (1898): 207–238.
Published: 01 January 1898
... WALLS CYLINDERS ENGINES LEAKAGE CONDUCTIVITY THERMOELECTRIC VALVES ENGINES RIBS THERMOMETERS THERMAL CONDUCTIVITY EXPERIMENTS PIPES THERMOCOUPLES INDICATORS Proceedings.] DISCUSSION ON CONDENSATION OF STEAM. 207 Discussion. Mr. J. CLARKEHAVKSHACWha,irman, in proposingavote of Mr. Hawk...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1894) 118 (1894): 388–391.
Published: 01 January 1894
...A F BRUCE EXPERIMENTS STRENGTH CONCRETE CEMENT MODULUS RUPTURES BARS RESISTANCE THRUST ARCHES RIBS © Thomas Telford and ICE 1894 388 BRUCE ON CEMENT CONCRETE. [Sclected (Paper No. 280 2.) (Abridged.) "Experiment8 on the Strength of Cement Concrete." By ALEXANDFERAIRLBIERUCEM...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 101 (1890): 25–37.
Published: 01 January 1890
...G E W CRUTTWELL © Thomas Telford and ICE 1890 LONDON CHATHAM & DOVER RAILWAY BRIDGES RAILWAYS RIVERS SPANS ARCHES RIBS ABUTMENTS COFFERDAMS PIERS FOUNDATIONS CAISSONS ERECTION LOWERING EXCAVATING CONSTRUCTION IRON SUPERSTRUCTURES ARCHED BRICKWORK BRICKS...
Journal Articles
G E W CRUTTWELL, SIR B LESLIE, E MATHESON, C BARLOW, H N MAYNARD, W MARTINEAU, SIR J N DOUGLASS, G BERKLEY, A T WALMISLEY, SIR B BAKER, A DAVIS, SIR F BRAMWELL, E A COWPER, F T G WALTON, C O BURGE
Minutes of the Proceedings of the Institution of Civil Engineers (1890) 101 (1890): 38–59.
Published: 01 January 1890
...G E W CRUTTWELL; SIR B LESLIE; E MATHESON; C BARLOW; H N MAYNARD; W MARTINEAU; SIR J N DOUGLASS; G BERKLEY; A T WALMISLEY; SIR B BAKER; A DAVIS; SIR F BRAMWELL; E A COWPER; F T G WALTON; C O BURGE BRIDGES RAILWAYS ERECTION RIBS SUPERSTRUCTURES FOUNDATIONS SINKING EXCAVATING CAISSONS...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 95 (1889): 291–302.
Published: 01 January 1889
... thing undertaken was shoring it against falling in. Six skeleton ribs of elm were fixed under the arch a t both places, tightly wedged andsupported on sillsandstruts, carried down into the solicl ground and to the level of the foundations of the side walls. To do this, a trench about 2 feet widewas sunk...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1888) 93 (1888): 462–477.
Published: 01 January 1888
...H M MARTIN 462 IARTIX ox ARCHED RIBS AND voussom ARCHES. [Selected (Students Paper No. 257.) ((Arched Ribs and Voussoir Arches. l By HAROLMDEDWAYMARTINW, h. Sc., Stud. Inst. C.E. TAKIXthGe most general case of an arched rib securely anchored toitsabutments,theequationswhichdeterminethebending...
