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THE BASIS FOR DESIGN OF BEAMS AND PLATE GIRDERS IN THE REVISED BRITISH STANDARDS 153.

Proceedings of the Institution of Civil Engineers (1956) 5 (4): 396–461.

https://doi.org/10.1680/ipeds.1956.12171

Published: 01 July 1956

...O A KERENSKY; A R FLINT; W C BROWN DESIGN BEAMS PLATES GIRDERS BRITISH STANDARDS STRESS WEBS BUCKLING CANTILEVER RESTRAINT SAFETY IMPERFECTIONS TESTS FLANGES SHEAR © Thomas Telford and ICE 1956 396 KERENSKY, FLINT, AND BROWN ON THE BASIS FOR DESIQN OF STRUCTURAL...

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EXPERIMENTAL VERIFICATION OF THE STRENGTHS OF PLATE GIRDERS DESIGNED IN ACCORDANCE WITH THE REVISED BRITISH STANDARD 153 : TESTS ON FULL-SIZE AND ON MODEL PLATE GIRDERS.

E LONGBOTTOM, J HEYMAN

Proceedings of the Institution of Civil Engineers (1956) 5 (4): 462–486.

https://doi.org/10.1680/ipeds.1956.12172

Published: 01 July 1956

...E LONGBOTTOM; J HEYMAN STRENGTH PLATES GIRDERS BRITISH STANDARD MODELS TESTS WEBS EXPERIMENTS MILITARY ENG.EXPERIMENTAL ETABLISHMENT M.E.X.E. © Thomas Telford and ICE 1956 462 LONGBOTTOM AND HEYMAN ON EXPERIMENTS ON YI'RENQTHS O g Structural Paper No. 49 EXPERIMENTAL...

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Journal Articles

CORRESPONDENCE. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND HYDRO-ELECTRIC POWER STATIONS

C JAEGER, F H KNAPP, J F HAGRUP, C G CHATHAM, J TALOBRE, O M FERRAZ, A TERRISSE, F L LAWTON, A J HARRIS, G T COLEBATCH, A HUTTER, J HANIMANN, S JUDD, H K BRICKEY, F H LIPPOLD, O FREY-BAER

Proceedings of the Institution of Civil Engineers (1955) 4 (4): 545–596.

https://doi.org/10.1680/iicep.1955.11402

Published: 01 July 1955

... POWER STATIONS CONSTRUCTION STEEL CONCRETE LININGS PENSTOCKS WATER PRESSURE STRESS DISTRIBUTION ROCKS RESERVOIRS COSTS CONDUITS GROUTING EXCAVATIONS DRAINAGE KEMANO BRITISH COLUMBIA GONDO LAUNCESTON TRINITY RIVER CALIFORNIA HELLS CANYON IDAHO EKLUTNA MAUVOIS CANADA...

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Journal Articles

THE CIVIL ENGINEER AND BRITAIN'S ATOMIC FACTORIES.

D R R DICK

Proceedings of the Institution of Civil Engineers (1955) 4 (4): 514–536.

https://doi.org/10.1680/ipeds.1955.11873

Published: 01 July 1955

... CONCRETE FORECASTS DEVELOPMENT VENTILATION GLEEP BEPO BRITISH EXPERIMENTAL PILES GRAPHITE LOW ENERGY BIOLOGICAL SHIELDS FLEXIBILITY DESIGN SHAFTS HARWELL WINDSCALE SELLAFIELD UK 514 DICE ON THE CIVIL ENGINEER AND BRITAIN S ATOMIC FACTORIES STRUCTURAL ANI) BUILDING...

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DISCUSSION. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND.,HYDRO-ELECTRIC POWER STATIONS

J A BANKS, J GUTHRIE BROWN, J G BROWN, W H WARD, A C MEIGH, C M BOBERTS, R J NEWPORT, I K NIXON, J H THORNTON, A M MUIR WOOD

Proceedings of the Institution of Civil Engineers (1955) 4 (2): 174–200.

https://doi.org/10.1680/iicep.1955.11373

Published: 01 March 1955

... BOLTING COSTS TUNNELLING STATIONS FORCACAVA KEMANO TUNNEL BRITISH COLUMBIA MALGOVERT BRAZIL CANADA 174 JAEGER ON DESIGN OF PRESSURE TUNNELS AND 78. L.L. Wise, World slargestundergroundpower plant. Engng New8 RN., vol. 149, No. 20, p. 31 (13 Nov., 1952). 79. Tunnel lining atan...

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THE BASIS FOR DESIGN OF BEAMS AND PLATE GIRDERS IN THE REVISED BRITISH STANDARDS 153.

EXPERIMENTAL VERIFICATION OF THE STRENGTHS OF PLATE GIRDERS DESIGNED IN ACCORDANCE WITH THE REVISED BRITISH STANDARD 153 : TESTS ON FULL-SIZE AND ON MODEL PLATE GIRDERS.

CORRESPONDENCE. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND HYDRO-ELECTRIC POWER STATIONS

THE CIVIL ENGINEER AND BRITAIN'S ATOMIC FACTORIES.

DISCUSSION. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND.,HYDRO-ELECTRIC POWER STATIONS

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THE BASIS FOR DESIGN OF BEAMS AND PLATE GIRDERS IN THE REVISED BRITISH STANDARDS 153.

EXPERIMENTAL VERIFICATION OF THE STRENGTHS OF PLATE GIRDERS DESIGNED IN ACCORDANCE WITH THE REVISED BRITISH STANDARD 153 : TESTS ON FULL-SIZE AND ON MODEL PLATE GIRDERS.

CORRESPONDENCE. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND HYDRO-ELECTRIC POWER STATIONS

THE CIVIL ENGINEER AND BRITAIN'S ATOMIC FACTORIES.

DISCUSSION. PRESENT TRENDS IN THE DESIGN OF PRESSURE TUNNELS AND SHAFTS FOR UNDERGROUND.,HYDRO-ELECTRIC POWER STATIONS

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