Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 68
... given as △ σy and △ тxy ( 3 ) . For pulsating repeated loading the stress range △ o is formulated in ( 5 ) . The fatigue strength for a plate girder subjected to pulsating repeated shear can be expressed as given in Table 1 ...
... given as △ σy and △ тxy ( 3 ) . For pulsating repeated loading the stress range △ o is formulated in ( 5 ) . The fatigue strength for a plate girder subjected to pulsating repeated shear can be expressed as given in Table 1 ...
Page 131
... given by standard functions HF , 1 ( w ) = = √e - ate -ate - iwt dt = 1 / ( a + iw ) . and HF ; 2 ( w ) = √e - iw -iwt dt = ( 1 ( 1 − e − iwt ) / ( iw ) . ( 14 ) ( 15 ) The transformations ( 14 ) and ( 15 ) are put as forcing items ...
... given by standard functions HF , 1 ( w ) = = √e - ate -ate - iwt dt = 1 / ( a + iw ) . and HF ; 2 ( w ) = √e - iw -iwt dt = ( 1 ( 1 − e − iwt ) / ( iw ) . ( 14 ) ( 15 ) The transformations ( 14 ) and ( 15 ) are put as forcing items ...
Page 163
... given positive constant . For this particular case , r ( t ) = σot / μo and hence K ( 0 ) / ( gov / 2a ) = 1. The function E ( ) in Eq . ( 18 ) is given by σο ασούι ( αξ ) { E ( § ) = μο " ( 37 ) where J1 is the Bessel function of order ...
... given positive constant . For this particular case , r ( t ) = σot / μo and hence K ( 0 ) / ( gov / 2a ) = 1. The function E ( ) in Eq . ( 18 ) is given by σο ασούι ( αξ ) { E ( § ) = μο " ( 37 ) where J1 is the Bessel function of order ...
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