Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 102
... respectively , and Jijkl the relax- ation moduli . The first term in ( 48 ) corresponds to the elastic deformations . Viscoelastic materials are often simulated by a rheological model . In such a case the constitutive equations for a ...
... respectively , and Jijkl the relax- ation moduli . The first term in ( 48 ) corresponds to the elastic deformations . Viscoelastic materials are often simulated by a rheological model . In such a case the constitutive equations for a ...
Page 111
... respectively . The geometry of the plate is the same as in example 6.1 and thickness of the plate on edge x1 = a is equal to a half value at the center of the plate . The dashed lines in Figure 6 correspond to the plates with uniform ...
... respectively . The geometry of the plate is the same as in example 6.1 and thickness of the plate on edge x1 = a is equal to a half value at the center of the plate . The dashed lines in Figure 6 correspond to the plates with uniform ...
Page 125
... respectively . The mass , damping and stiffness matrices Mt , Ct and Kt , respectively , are constructed of element matrices established in incremental fashion . The subscript t denotes the current time and Rt is the vector of ...
... respectively . The mass , damping and stiffness matrices Mt , Ct and Kt , respectively , are constructed of element matrices established in incremental fashion . The subscript t denotes the current time and Rt is the vector of ...
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