... PROFILES VELOCITY IMPERIAL COLLEGE 330 DENNK ON FURTHER EXPERIMENTS ON WAVE PRESSURES Paper No. 5804 Further Experiments on Wave Pressures hY DOUGLAFSRANKDENNYY, h.L B.Sc.(Eng.) t(Ordered bg t h P Cowno l to !)P published with ~cwittenrliscmsion) XL NOPSIS Experimental investigation...

...O C ZIENKIEWICZ © Thomas Telford and ICE 1947 IMPERIAL COLLEGE STRESS DISTRIBUTION GRAVITY DAMS ANALYSIS MATHEMATICS METHODS HYDROSTATICS UPLIFT PRESSURE PROFILES RESERVOIRS SAFETY FACTORS PROBLEMS BOUNDARIES VALUE RELAXATION FINITE DIFFERENCE APPROXIMATION 244...

... in the Civil Engineering Department of the Imperial College at the request of the Building Research Board. The generally-accepted basis of design for this type of structure is the assumption that no tensile stress can be taken by the mortar, and the usual method of analysis consists in designing the arch so...

... on the problem and, if possible, of obtaining a more rational basis of design, work has been in progress for some time in thCe ivil Engineering Department of the Imperial College of Science and Technology, and the present Paper describes the results obtained during the first stage of the research. It may appeara...