This paper presents numerical and experimental modeling of the static response of simply supported thin This paper presents numerical and experimental modeling of the static response of simply supported thin This paper presents numerical and experimental modeling of the static response of simply supported thin This paper presents numerical and experimental modeling of the static response of simply supported thin-walled walled walled walled reinforced concrete box girder bridges. The work is executed to verify the validity of reinforced concrete box girder bridges. The work is executed to verify the validity of reinforced concrete box girder bridges. The work is executed to verify the validity of reinforced concrete box girder bridges. The work is executed to verify the validity of software software software software developed by the developed by the

ABSTRACTSeveral researchers have studied stresses in thin Several researchers have studied stresses in thin Several researchers have studied stresses in thin Several researchers have studied stresses in thin thin thin thin thin----walled multi walled multi walled multi walled multi----cell box girder bridges has not received much attention in published literature. Hence, this cell box girder bridges has not received much attention in published literature. Hence, this cell box girder bridges has not received much attention in published literature. Hence, this cell box girder bridges has not received much attention in published literature. Hence, this research investigated stress di research investigated stress di research investigated stress di research investigated stress distribution in continuous thin stribution in continuous thin stribution in continuous thin stribution in continuous thin girder bridges is complex and the complexity is even more when the box girder is continuous with multi girder bridges is complex and the complexity is even more when the box girder is continuous with multi girder bridges is complex and the complexity is even more when the box girder is continuous with multi girder bridges is complex and the complexity is even more when the box girder is continuous with multi modern trend in the analysis is to program the more straig modern trend in the analysis is to program the more straig modern trend in the analysis is to program the more straig modern trend in the analysis is to program the more straig Therefore, the analytical tool for this study is a MATLAB program developed by the authors for the finite strip Therefore, the analytical tool for this study is a MATLAB program developed by the authors for the finite strip Therefore, the analytical tool for this study is a MATLAB program developed by the authors for the finite strip Therefore, the analytical tool for this study is a MATLAB program developed by the authors for the finite strip analysis of continuous thin analysis of continuous thin analysis of continuous thin analysis of continuous thin----walled box girder bridges. Numerical study on stress distributio walled box girder bridges. Numerical study on stress distributio walled box girder bridges. Numerical study on stress distributio walled box girder bridges. Numerical study on stress distributio two box girder bridges. The first was a simply supported box girder bridge subjected to eight point loads which was two box girder bridges. The first was a simply supported box girder bridge subjected to eight point loads which was two box girder bridges. The first was a simply supported box girder bridge subjected to eight point loads which was two box girder bridges. The first was a simply supported box girder bridge subjected to eight point loads which was used primarily for comparison with literature. The result obtained by the program was in good agreement with used primarily for comparison with literature. The result obtained by the program was in go...

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This paper presents experimental study on flexural response of strengthened masonry This paper presents experimental study on flexural response of strengthened masonry This paper presents experimental study on flexural response of strengthened masonry This paper presents experimental study on flexural response of strengthened masonry Cementitious Composites (Cementitious Composites (Cementitious Composites (Cementitious Composites (ECC ECC ECC ECC)))), strips and carbon fibre laminates. Five sets of eleven samples were tested for , strips and carbon fibre laminates. Five sets of eleven samples were tested for , strips and carbon fibre laminates. Five sets of eleven samples were tested for , strips and carbon fibre laminates. Five sets of eleven samples were tested for flexure in four flexure in four flexure in four flexure in four-point loading set up. Two test samples made up a set of control beams. Set two consists of three test point loading set up. Two test samples made up a set of control beams. Set two consists of three test point loading set up. Two test samples made up a set of control beams. Set two consists of three test point loading set up. Two test samples made up a set of control beams. Set two consists of three test sampl sampl sampl samples strengthened using ECC strips of two centimetres thick. Four test samples strengthened using ECC strips of es strengthened using ECC strips of two centimetres thick. Four test samples strengthened using ECC strips of es strengthened using ECC strips of two centimetres thick. Four test samples strengthened using ECC strips of es strengthened using ECC strips of two centimetres thick. Four test samples strengthened using ECC strips of three centimetres thick constituted the third set. Sets four and five comprise of one test sample each; termed [i] un three centimetres thick constituted the third set. Sets four and five comprise of one test sample each; termed [i] un three centimetres thick constituted the third set. Sets four and five comprise of one test sample each; termed [i] un three centimetres thick constituted the third set. Sets four and five comprise of one test sample each; termed [i] un plastered, strengthened usin plastered, strengthened usin plastered, strengthened usin plastered, strengthened using carbon fibre laminates, and [ii] plastered, strengthened, using fibre laminates of g carbon fibre laminates, and [ii] plastered, strengthened, using fibre laminates of g carbon fibre laminates, and [ii] plastered, strengthened, using fibre laminates of g carbon fibre laminates, and [ii] plastered, strengthened, using fibre laminates of carbon respectively. In terms of bending or flexural strength, deflection ductility and energy ductility parameters, carbon respectively. In terms of bending or flexural strength, deflection ductility and energy ductility parameters, carbon respectively. In terms of bending or flexural strength, deflection ductility and energy ductility parameters, carbon respectively. In terms of bending or flexural strength, deflection du...