Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 83
... force is reduced proportionally to the value of permanent irreversible deformation . The clamps show working imperfections . These imperfections influence the shape of stiffness characteristics and ability to generate the pressing force ...
... force is reduced proportionally to the value of permanent irreversible deformation . The clamps show working imperfections . These imperfections influence the shape of stiffness characteristics and ability to generate the pressing force ...
Page 94
... force N ( x ) , respectively , for the considered class of b.v.p. with clamped outer edges and / or simply supported straight outer edges . The same holds also if N = B and N = r . Letting y approach a boundary point , the boundary ...
... force N ( x ) , respectively , for the considered class of b.v.p. with clamped outer edges and / or simply supported straight outer edges . The same holds also if N = B and N = r . Letting y approach a boundary point , the boundary ...
Page 126
... force technique the term PtAut is placed on the right - hand side of Eq . ( 4 ) and the vector of nonlinear terms is treated as pseudo - force vector . At each time step an estimate of NtAut is computed and iterations are performed ...
... force technique the term PtAut is placed on the right - hand side of Eq . ( 4 ) and the vector of nonlinear terms is treated as pseudo - force vector . At each time step an estimate of NtAut is computed and iterations are performed ...
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