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HAMMER-BLOW IMPACT ON THE MAIN GIRDERS OF RAILWAY BRIDGES. (INCLUDES PLATES AND APPENDICES).

Minutes of the Proceedings of the Institution of Civil Engineers (1934) 237 (1934): 239–313.

https://doi.org/10.1680/imotp.1934.15347

Published: 01 January 1934

... by the fluctuation of the pressure on the rails due to the balance-weights in the driving-wheels of locomotives. It indicates the lines along which it is thought that the investigation shouldbeextended. It suggeststhat thepresent practice of allowing for the effect of dynamic stresses by an impact factor multiplier...

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A METHOD OF SETTING OUT THE TRANSITION CURVE IN WHICH THE RADIUS VARIES INVERSELY AS THE DISTANCE FROM THE ORIGIN. (INCLUDING APPENDIX).(ABRIDGED).

W HEWSON

Minutes of the Proceedings of the Institution of Civil Engineers (1914) 197 (1914): 315–327.

https://doi.org/10.1680/imotp.1914.16395

Published: 01 January 1914

... in the anglesbeing 3 minutes from zero t o 15' and 5 minutes from 15" to 45". The multiplier m = 100 has beenused. If a transition curve with any other value of m (say m = 253) is -required, then it only remains to increase the tabuhted values of X, of .X a.nd y by multiplying them by 2 5 3 ; the values of the angle...

View article titled, A METHOD OF SETTING OUT THE TRANSITION CURVE IN WHICH THE RADIUS VARIES INVERSELY AS THE DISTANCE FROM THE ORIGIN. (INCLUDING APPENDIX).(ABRIDGED).

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MULTIPLIERS AND CURVES FOR ASCERTAINING THE DISCHARGE, & C., AT VARIOUS DEPTHS IN THE SAME SEWER. (INCLUDES PLATE).

R M GLOYNE

Minutes of the Proceedings of the Institution of Civil Engineers (1889) 96 (1889): 268–271.

https://doi.org/10.1680/imotp.1889.20801

Published: 01 January 1889

...R M GLOYNE © Thomas Telford and ICE 1889 MULTIPLIERS CURVES DISCHARGES DEPTH SEWERS FORMULAE CALCULATIONS 268 GLOPNE ON THE DISCHARGE OF SEWERS. CSelectcd (Papev No. 23GO.) Multipliers and Curves for ascertaining the Discharge, &C., at variousDepths in the sameSewer. By ROBERMT...

View article titled, MULTIPLIERS AND CURVES FOR ASCERTAINING THE DISCHARGE, & C., AT VARIOUS DEPTHS IN THE SAME SEWER. (INCLUDES PLATE).

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HAMMER-BLOW IMPACT ON THE MAIN GIRDERS OF RAILWAY BRIDGES. (INCLUDES PLATES AND APPENDICES).

A METHOD OF SETTING OUT THE TRANSITION CURVE IN WHICH THE RADIUS VARIES INVERSELY AS THE DISTANCE FROM THE ORIGIN. (INCLUDING APPENDIX).(ABRIDGED).

MULTIPLIERS AND CURVES FOR ASCERTAINING THE DISCHARGE, & C., AT VARIOUS DEPTHS IN THE SAME SEWER. (INCLUDES PLATE).

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HAMMER-BLOW IMPACT ON THE MAIN GIRDERS OF RAILWAY BRIDGES. (INCLUDES PLATES AND APPENDICES).

A METHOD OF SETTING OUT THE TRANSITION CURVE IN WHICH THE RADIUS VARIES INVERSELY AS THE DISTANCE FROM THE ORIGIN. (INCLUDING APPENDIX).(ABRIDGED).

MULTIPLIERS AND CURVES FOR ASCERTAINING THE DISCHARGE, & C., AT VARIOUS DEPTHS IN THE SAME SEWER. (INCLUDES PLATE).

Email alerts

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