...JA HOOPER; A PHILIASTIDES © Thomas Telford and ICE 1986 OVE ARUP AND PARTNERS DESIGN FLEXIBLE RAFTS FOUNDATIONS OFFICES BUILDINGS ANALYSIS PLAIN LOW RISE SAND CLAYS STRATA HYDROSTATICS GROUNDWATER PRESSURE LOADS BASEMENTS SUPERSTRUCTURES COLUMNS STRUCTURES SOILS...

...K MEDEARIS; S SEETHARAMAN © Thomas Telford and ICE 1979 BASRAH UNIVERSITY IRAQ RATIONAL STRUCTURES VIBRATIONS STOREYS MICROVIBRATION LOW RISE TESTS HEIGHT RESEARCH DAMAGE BLASTING RESIDENTIAL BUILDINGS Proc. Instn Civ. Engrs, Part 2, 1979, 67, Mar., 241 8125...

...K MEDEARIS © Thomas Telford and ICE 1978 KENNETH MEDEARIS RATIONAL LOW RISE VIBRATIONS CHARACTERISTICS EXCITATION RECORDS EXPERIMENTS STATISTICS DAMAGE STRUCTURES GROUND RESEARCH THRESHOLD HOUSES MODELS BLASTING DYNAMICS MOTION DATA THEORY AMPLIFICATION USA...

... PINS LOW RISE DISCRETE RESPONSES DISPLACEMENT EQUILIBRIUM SHAPE COMPUTERS Proc. Insrn Ciu. Engrs, Part 2, 1978, 65, June, 283-298 Post-buckling behaviour of elastic circular arches Three circular, pin-based arches have been subjected to accurate, second-order elastic analyses in order...

...FA AULD; P BROUGHTON © Thomas Telford and ICE 1973 LLOYDS REGISTER OF SHIPPING STRESS RISE THREE PINNED DOMES EFFICIENCY CENTRES RIBS DEFORMATION ANALYSIS LOW RISE CIRCULAR METHODS DISTRIBUTION MODELS SPORTS CENTRES NON LINEAR DESIGN LOW SPANS ARCH RIBBED LOADS...

...FA AULD 7594 The stress analysis of low rise t o span three-pinned circular arch-ribbed domes Arch-ribbed domes, with low riseto span ratios, have been designed and constructed in the pastdecade to cover sports halls.Thestressanalysis of three-pinnedsemicirculararch-ribbeddomes has...