Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 57
... strength given in terms of the stress range is about 110 MPa for the structural steel with the fatigue life limited to 2 x 106 cycles . Simple rules for fatique crack are deduced from the analysis . The main designer of the bridge is ...
... strength given in terms of the stress range is about 110 MPa for the structural steel with the fatigue life limited to 2 x 106 cycles . Simple rules for fatique crack are deduced from the analysis . The main designer of the bridge is ...
Page 148
... strength in tension St 0.16 MPa . The material tests indicate that the sticking mortars are very brittle materials with negligible softening effect , i.e. when the stresses reach the strength level , an abrupt fracture of samples is ...
... strength in tension St 0.16 MPa . The material tests indicate that the sticking mortars are very brittle materials with negligible softening effect , i.e. when the stresses reach the strength level , an abrupt fracture of samples is ...
Page 232
... strength classes are given in Tab . 2 . It should be noted that the results of the specimens of both strength classes have shown a considerable scatter . However , the influence of the environment on the ob- Table 2. Average values of ...
... strength classes are given in Tab . 2 . It should be noted that the results of the specimens of both strength classes have shown a considerable scatter . However , the influence of the environment on the ob- Table 2. Average values 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