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THE CORRECTED THEORY OF THE STIFFENED SUSPENSION BRIDGE. (INCLUDES PLATES AND APPENDICES).

C D CROSTHWAITE

Journal of the Institution of Civil Engineers (1947) 27 (4): 470–496.

https://doi.org/10.1680/ijoti.1947.13609

Published: 01 February 1947

... INERTIA EFFECT HANGERS EXTENSIONS LATERAL WIND FORCES TOWERS APPLIED BENDING SERIES TRIGONOMETRY RELAXATION CALCULATIONS ELASTIC BEHAVIOUR 470 CROSTHWAITE ON THECORRECTEDTHEORY Paper No. 5604. The Corrected Theory of the Stiffened Suspension Bridge. By CHARLESDOVETONCROSTHWAITE,B.Sc...

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Journal Articles

THE RECONSTRUCTION OF TEN 305-FOOT TUBULAR STEEL RADIO-MASTS IN REINFORCED CONCRETE. (INCLUDES PHOTOGRAPHS, PLATES AND APPENDICES).

J P HARDING

Journal of the Institution of Civil Engineers (1946) 27 (2): 113–179.

https://doi.org/10.1680/ijoti.1946.13632

Published: 01 December 1946

...J P HARDING © Thomas Telford and ICE 1946 POST OFFICE ENGINEERING JOHN MOWLEM MARCONI RECONSTRUCTION TUBULAR STEEL RADIO MASTS REINFORCED CONCRETE ESTIMATES LOADS WIND VELOCITY PRESSURE MULTI STAYED STRESS INERTIA MOMENTS DEFLECTION USE METHODS RELAXATION...

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Journal Articles

DISCUSSION ON PAPER NOS. 5158 AND 5201: SOME EXPERIMENTS ON THE LATERAL OSCILLATION OF RAILWAY VEHICLES AND THE VERTICAL PATH OF A WHEEL MOVING ALONG A RAILWAY TRACK.

C E INGLIS, R D DAVIES, W K WALLACE, M WALDER, W A STANIER, J T THOMPSON, F W CARTER, W L LOWE BROWN, W E GELSON, O F A SANDBERG, J W E SMITH

Journal of the Institution of Civil Engineers (1939) 11 (5): 278–288.

https://doi.org/10.1680/ijoti.1939.13163

Published: 01 March 1939

...C E INGLIS; R D DAVIES; W K WALLACE; M WALDER; W A STANIER; J T THOMPSON; F W CARTER; W L LOWE BROWN; W E GELSON; O F A SANDBERG; J W E SMITH RAILS STIFFNESS MAINTENANCE SECTIONS TRACK RAILWAYS INERTIA PLATES FISHPLATES STEEL BALLAST OSCILLATIONS VERTICAL JOINTS MOTION WHEELS...

View article titled, DISCUSSION ON PAPER NOS. 5158 AND 5201: SOME EXPERIMENTS ON THE LATERAL OSCILLATION OF RAILWAY VEHICLES AND THE VERTICAL PATH OF A WHEEL MOVING ALONG A RAILWAY TRACK.

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THE CORRECTED THEORY OF THE STIFFENED SUSPENSION BRIDGE. (INCLUDES PLATES AND APPENDICES).

THE RECONSTRUCTION OF TEN 305-FOOT TUBULAR STEEL RADIO-MASTS IN REINFORCED CONCRETE. (INCLUDES PHOTOGRAPHS, PLATES AND APPENDICES).

DISCUSSION ON PAPER NOS. 5158 AND 5201: SOME EXPERIMENTS ON THE LATERAL OSCILLATION OF RAILWAY VEHICLES AND THE VERTICAL PATH OF A WHEEL MOVING ALONG A RAILWAY TRACK.

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