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1-4 of 4
Keywords: RIGIDITY
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Journal Articles
W J DOAK, W T EVERALL, A L FIELDING, J JONES, G LINDENTHAL, G P MANNING, P B MOTLEY, D B STEINMAN, R FREEMAN, L ENNIS, J J C BRADFIELD
Minutes of the Proceedings of the Institution of Civil Engineers (1934) 238 (1934): 437–475.
Published: 01 January 1934
... carrying element. To meetthose conditions, in addition to the requirements of appearance and efficiency, a design was developed which was believed to represent an advance in long- Proceedings.] SYDNEY HARBOUR BRIDGE. 451 span suspension-bridge design. It was conceded to be the most Dr. Shinman. rigid...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1922) 214 (1922): 291–332.
Published: 01 January 1922
...L BAIRSTOW; A J S PIPPARD © Thomas Telford and ICE 1922 CALCULATIONS TORSIONAL STRESS SHAFTS APPARATUS METHODS RECORDS INTEGRATION DISTRIBUTION RIGIDITY BOUNDARIES STRAIN CORNERS THEORY TORSIONAL ~npers.1 RATRSTOW AND PIPPARD ON TORSIONAL STRESSES. 391 (Paper No. 4405.) I...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 205 (1918): 227–242.
Published: 01 January 1918
... violentthedeformation,thegreaterthe creep. That is to say that creep is increased by ( a ) increasing the wheel- load ; (b) diminishing the rigidity of the rail, by either reducing its section or using a weaker material. Evidence insupport of thesetheories may be summed up as under :- (a) The preliminary experiment...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 127–129.
Published: 01 January 1841
...S SEAWARD; J M RENDEL; H R PALMER; C VIGNOLES; J WALKER © Thomas Telford and ICE 1841 BRIDGES SUSPENSION CONSTRUCTION WIND ACTION CHAINS TRUSSES FRAMING STIFFNESS ROADWAYS STRENGTHENING PLATFORMS RIGIDITY RAILWAYS FAILURES 127 The weight of the original roadway...
