Building Research Journal, Volumes 43-44SAP, 1995 - Building |
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Page 51
... presented by two different directions of buckling in the same plane two different buckling curves , it is seen a question how to define their behaviour in the frames of Dutheil's conception of elastic def- inition of load carrying ...
... presented by two different directions of buckling in the same plane two different buckling curves , it is seen a question how to define their behaviour in the frames of Dutheil's conception of elastic def- inition of load carrying ...
Page 218
... presented above can be explained by the following essential facts : - In the presented method the compatibility conditions of the cable element de- formations were taken as initial for the derivation of the state equations . Generally H ...
... presented above can be explained by the following essential facts : - In the presented method the compatibility conditions of the cable element de- formations were taken as initial for the derivation of the state equations . Generally H ...
Page 133
... presented , the 0.1 m thick membrane is effective to use for spans less than approximately 10 meters . IV . Conclusion The computational procedure , based on the analysis and modification of the standard substructuring technique ( SST ) ...
... presented , the 0.1 m thick membrane is effective to use for spans less than approximately 10 meters . IV . Conclusion The computational procedure , based on the analysis and modification of the standard substructuring technique ( SST ) ...
Contents
CONTENTS | 69 |
Florian A Navrátil J Stochastical and Rheological Study of the Cable | 91 |
Modified Substructuring Technique and Its Usage to Concrete Com | 113 |
Copyright | |
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AH(t analysis approximation beams boundary elements Bratislava bridge deck Building Research Journal C1 Overh cable element cable force cable structural calculated časopis cement paste changes chloride coefficients composite compressive strength control mortar creep cross-section ČSN curves De/Ee deformation density dispersion effect elasticity modulus element junction evaluation experimental filler cement foundation function geometrical girders H(to HMeOx hydration increase influence input variables investigation kg/m³ Košice limestone additions limestone filler matrix measured method modulus of elasticity mortar nonlinear normal vector obtained Overhauser P-G-D diagram parameters PbO admixture Pe/Ee polymer pore structure porosity portland cement portlandite Prague prestressed problem properties pylon random variability ratio reaction reinforcement relative humidity rheological roof space shrinkage slips Slovak Academy Slovak Technical University SOKRAT solution span standard Statics stress substructure sulfate sunshine duration suspended cable Table temperature test specimens thaumasite values wood yield strength Živica