Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 81
... influence the mutual interaction of rail vehicles with railway track and in the final phase to influence the straining of the structure and the riding comfort of passengers . The main elements of these connexion points are rubber pads ...
... influence the mutual interaction of rail vehicles with railway track and in the final phase to influence the straining of the structure and the riding comfort of passengers . The main elements of these connexion points are rubber pads ...
Page 117
... Influence of the plate thickness variation on the deflection of the simply supported square viscoelastic plate under a uniform load deflection takes more time than in the opposite case . Next , a simply supported square viscoelastic ...
... Influence of the plate thickness variation on the deflection of the simply supported square viscoelastic plate under a uniform load deflection takes more time than in the opposite case . Next , a simply supported square viscoelastic ...
Page 233
... influence on the load bearing capacity of the lintels , moreover , higher forces at failure were reached in lintels subjected to the long- term load . The effect of load position and the influence of ambient thermo - humidity conditions ...
... influence on the load bearing capacity of the lintels , moreover , higher forces at failure were reached in lintels subjected to the long- term load . The effect of load position and the influence of ambient thermo - humidity conditions ...
Contents
CONTENTS | 1 |
T Kambezidis H D Katsoulis B D Muneer T Bartzokas | 19 |
CONTENTS | 137 |
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Academy of Sciences aerated concrete aeroelastic air change rate air flow analysis Beskos BIE system boundary conditions Boundary Element Methods boundary integral equations Bratislava Bratislava 5-mi data Building Research Journal calculated cavity coefficients computational considered crack DARULA daylight deflection deformations distribution domain Dv/Ev ratios dynamic elastic formulation frequency function girder heat and moisture hygro-thermal indoor air relative indoor air temperature insulation system integral equations kernel Kittler Laplace transform layer lintels long-term load Lz/Dv material mechanical meshless modulus moisture transfer Moving Least Square nodes normalized stresses overcast skies overheating index overheating of indoor panel parameters partial differential equations partly cloudy plaster polystyrene prisms problems relative humidity Selected data recorded shear shear modulus simply supported simulation sky standards sky type Sladek Slovak Academy Solar altitude solution sticking mortar structures tension clamp Tesár thermal total number values vapour viscoelastic Young modulus Әп მყ