...R HULSE; RJ AMBROSE; PR LUMBARD TN 261 The strength of reinforced brickwork spanning openings in wall panels R . HULSE, BSc, M S c ,M I C E * R . J. AMBROSE, BSC, MICE* P. R. LUMBARD, MlStructEi The Paper describes the testing ofsix single skin brick panels each incorporating an opening spanned...

.... Although it results in an ultimate load design, itgives some control of serviceabdity con- ditions. It might therefore be accepted as an alternative to Hillerborg s method plus an elastic analysis as C P 1104 states that Hillerborg s method can beused if the ratio between support and span moments...

...HR EVANS; NE SHANMULGAM © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE APPROXIMATE ANALYSIS SIMPLIFIED MULTI CELLULAR CONTINUOUS SKELETAL FINITE ELEMENTS CONDITIONS SHEAR STIFFNESS SPANNING WEBS GRILLAGES STRUCTURES TECHNIQUES PROBLEMS PLATES MEMBERS...

... the composite action between building walls and pile beams as an aid in spanning between piles appears to the Authors a most appropriate application of the structural principle. Although the presented design method was developed initially for walls on encased steel beams, the second Author has continued...

...Y K CHEUNG; S SWADDIWHDHIPONG © Thomas Telford and ICE 1978 ADELAIDE UNIVERSITY HONG KONG UNIVERSITY ANALYSIS WALLS ELEMENTS STATIC METHODS CONNECTING CONTINUOUS SPANNING ACCURACY LINES RIGID FRAMES STRUCTURES BEHAVIOUR LOADS SOLID SPANDRELS MEDIUM STRIP LOCAL...

...GTG MOHAMEDBAI; R TAYLOR; JS MARSHALL © Thomas Telford and ICE 1974 JAMES CARRINGTON LONG TERM SPANNING VARIABLE SHRINKAGE BEHAVIOUR MOISTURE ONE WAY LOADS EVAPORATION Proc. Instn Civ. Engrs, Part 2, 1974, 57, Se 559 7665 DISCUSSION The long-term behaviour of one-way...

...GTG MOHAMEDBHAI; R TAYLOR; CP 110 © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY MAURITIUS UNIVERSITY LONG TERM SPANNING VARIABLE REINFORCED FULL EXPERIMENTAL DEFORMATION PROCEDURE CYLINDERS SHRINKAGE EFFECT CODES FLEXURAL BEHAVIOUR SLABS INVESTIGATIONS CONCRETE...