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1-4 of 4
Keywords: MAGNIFIERS
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1934) 237 (1934): 239–313.
Published: 01 January 1934
... centre :- which is afunction of L only ; and for case (b) with the second locomotive only on the span a t its centre, sin T-Lal = 0.00, and q = 1-00. 250 FOXLEE AND GREET ONHAMMER-BLOWIMPACT [bIinutes of DeJinition of the Dynamic Magnijer(KWherever the expression " dynamic magnifier " is used...
Journal Articles
P W BLYTHE, A J BUHLER, W E DALBY, E E DAWSON, W T EVERALL, J A GILMORE, F C PAVRY, G RICHARDS, A M SIMS, L H SWAIN, R W FOXLEE, E H GREET, W E GELSON
Minutes of the Proceedings of the Institution of Civil Engineers (1934) 237 (1934): 388–418.
Published: 01 January 1934
... a suitable value of the dynamic magnifier from the curvegiven on p. 87 of the Report of the Bridge Stress Committee,whichgavehim a simple way of estimating the allowance for hammer-blow based on observation in the field, or else he had to guess the value of the damping coefficient andthenapply complex...
Journal Articles
R BERNHARD, W E DALBY, W T EVERALL, J B HUNLEY, W L LOWE BROWN, W L L BROWN, H J NICHOLS, L H SWAIN, C E INGLIS
Minutes of the Proceedings of the Institution of Civil Engineers (1932) 234 (1932): 414–444.
Published: 01 January 1932
... MAGNIFIERS DYNAMICS FORMULAE STRESS SPANS LOADS SLIPPING TESTS VIBRATIONS TRAINS TORSIONAL SKIDDING LONG SPAN SPRINGS FRICTION MOVEMENT Sk.Greet. 414 DISCUSSION ON IMPACT IN RAILWAY-BRIDGES. [Minutes of apply only to chord members. Was there any simple modification ofOhose formulas which...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1929) 228 (1929): 46–79.
Published: 01 January 1929
...C GRIBBLE © Thomas Telford and ICE 1929 BRIDGE STRESS COMMITTEE RAILWAYS BRIDGES STRESS MOVING LOADS IMPACT FORMULAE FATIGUE METHODS TESTING HAMMER BLOWS LOCOMOTIVES DEFLECTION FREQUENCY INSTRUMENTS THEORY SPEED SPANS DYNAMICS MAGNIFIERS LOADING CALCULATIONS...
