Building Research Journal, Volume 52SAP, 2004 - Building |
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Page 58
... bridge structure = The main bridge structure has been designed as a continuous steel girder with spans in individual fields of : 51.0 + 61.0 + 61.0 + 63.0 + 231.0 + 47.5 516.5 m in total length . In the main bridge field the girder is ...
... bridge structure = The main bridge structure has been designed as a continuous steel girder with spans in individual fields of : 51.0 + 61.0 + 61.0 + 63.0 + 231.0 + 47.5 516.5 m in total length . In the main bridge field the girder is ...
Page 60
... bridge in the main field . 2.2 Girders The girders of the main bridge field have a constant height of 3100 mm . They have a box cross - section with the same width as that of the arches . The flange plates of the girders are horizontal ...
... bridge in the main field . 2.2 Girders The girders of the main bridge field have a constant height of 3100 mm . They have a box cross - section with the same width as that of the arches . The flange plates of the girders are horizontal ...
Page 121
... bridge engineering . The model of such bridge , studied in this paper , is shown in Fig . 1. The interior in shell part of the bridge , made of transparent plastics or glass fiber materials can be used for traffic purposes as well as ...
... bridge engineering . The model of such bridge , studied in this paper , is shown in Fig . 1. The interior in shell part of the bridge , made of transparent plastics or glass fiber materials can be used for traffic purposes as well as ...
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