... with such problems would find many points of interest in the Paper and would be in general agreement with the principles stated. In Table I (p. 179) the following assumptions seemed to be implied :- (l)Thattheearth motion was of simple harmonic form and of acceleration gjl0. (2) That theperiod of the earth motion...

... . . . . .Appendix 11.-Acceleration multiplier . . . . . . . 181 .Appendix 111.-Acceleration and deflexion a t top of box-type structure . . 183 Appendix 1V.-Acceleration of top of independent wall-type structure .Appendix V.-Acceleration multiplier for roof projections . .. . . . . . . 183 184...

... AMPLITUDE SUBMERGED WALLS ACCELERATION RIPPLES OSCILLATIONS BAGNOLD ON BEACHFORMATIONBY WAVES. 27 Paper No. 5237. Beach Formation by Waves ; Some Model-Experiments in a Wave Tank. By MAJOR RALPH ALGER BAGNOML.DA,. (Ordered by the Council to be published with written discussion.)l TABLE OF CONTENTS...

... an angle of 16 minutes at thepole ; that standard made it difficult to follow and impossible to check his calculations without Tables. The main point of difference between the two theories was the value that should be applied to C, the rate of change of radial (centrifugal) acceleration. Professor Royal...

...H A WARREN © Thomas Telford and ICE 1940 HIGHWAYS TRANSITION CURVES DESIGN EQUATIONS PROPERTIES ACCELERATION VELOCITY CARS VEHICLES WARREN ON HIGHWAY TRAN81TION-CUBVES. 37s Paper No. 5230. Highway Transition-Curves : A New Basis for Design. By HUGHALAN WARRENM, .Sc. (Eng...

...J W L BARKER © Thomas Telford and ICE 1940 CURVES DESIGN ROADS IMPROVEMENT SUPERELEVATION TRANSITION CARS VEHICLES LEMNISCATE SPEED ACCELERATION VELOCITY BARKER OCNURVE-DESIGN FOR ROAD IMPROVEMENTS. 317 Paper No. 5207. Curve-Design for Road Improvements...

...D F ORCHARD; A THOM; H A WARREN; R YOUNG © Thomas Telford and ICE 1939 SURVEYS ROADS TRANSITION CURVES THEORY ACCELERATION SUPERELEVATION SPEED VELOCITY CORRESPONDENCOERNOATDRANSITION-CURVTEHEORY. 457 Students Paper No. 946. I A Survey of the Present Position in Road...

... contact insufficient to cause actual slip. As pointed out by Dr. F. W. Carter *, creep plays an important part in the problem because of the acceleration-forces associated with the oscillations. (2) Model-experiments, about one-fifth full size, with a single axle and with a four-wheeled vehicle...

....)l TABLE O F CONTENTS. .Introduction . . . . . . . . . . . . . . . PAQE 545 Preliminary tests . . . . . . . . . . . . . . . 546 Petrologicaelxamination of specimens . . . . . . . . . 546 .Causes of rapid staining . . . . . . . . . . . . . 548 Artificial acceleration of staining...

... MECHANISMS MIX FREQUENCIES IN SITU ACCELERATION VIBRATED CUBES AMPLITUDE RIGIDITY FACTORS AGGREGATES 336 DISCUSSION ON VIBRATION I N PRE-CASTING OF CONCRETE. Discussion. TIE Author. The AUTHORshowed a cinematograph film of concrete being consolidated a t 3,000 vibrations per minute...

...R H H STANGER ENGINEERING RESEARCH VIBRATED CONCRETE INVESTIGATIONS VIBRATIONS TESTS MACHINERY STRENGTH DENSITY RATIOS WATER CEMENT CRUSHING SURFACES FINISHES FREQUENCY AMPLITUDE ACCELERATION © Thomas Telford and ICE 1937 INSTITUTION RESEARCH COMMITTEE JOINT...