In Hungary, several old trussed highway bridges of trough-type fell down because the vehicle passing through them was higher than permitted and got caught into the upper wind-bracing. The analysis shows that the trussed bridges where upper wind-bracing can be found only in the middle section of the bridge (the height of the trussed girder is varied) are liable to be destroyed by vehicles of a high load
The recent bridge disaster at Point Pleasant, West Virginia, has renewed concern about the mechanism...
This master thesis deals with the behavior of steel girder highway bridges under small vehicle fires...
The steel truss railway bridge at Åby River was built in 1957 with a span of 32 m (105 feet). In 201...
This paper investigates the structural collapse of an existing Bailey bridge. The bridge was in- sta...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
The mistaken conjectures formulated for the collapse of the Morandi viaduct in Genoa may have been f...
The collapse of the Schoharie Creek Bridge on April 5, 1987 was a catastrophic instantaneous failure...
Executive summary.PDFTech ReportODOT Agreement Number 14237Field studiesField testsInspectionSign su...
ODOT Agreement Number 14237Based upon a combination of in-situ field monitoring of traffic-induced b...
Most transportation departments have recognized and developed procedures to address the ever-increas...
In recent years several studies have been developed on structural collapses oi buildings, leaving th...
Pathein suspension bridge situated in Pathein City in the south of Myanmar has shown various symptom...
The present paper is related to the motorway overbridge, the technical state of which has been showi...
A possible scenario is proposed to put into evidence how the combined effect of fatigue at very high...
Hydraulic actions on bridges are a leading cause of failure, especially due to the occurrence of sco...
The recent bridge disaster at Point Pleasant, West Virginia, has renewed concern about the mechanism...
This master thesis deals with the behavior of steel girder highway bridges under small vehicle fires...
The steel truss railway bridge at Åby River was built in 1957 with a span of 32 m (105 feet). In 201...
This paper investigates the structural collapse of an existing Bailey bridge. The bridge was in- sta...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
The mistaken conjectures formulated for the collapse of the Morandi viaduct in Genoa may have been f...
The collapse of the Schoharie Creek Bridge on April 5, 1987 was a catastrophic instantaneous failure...
Executive summary.PDFTech ReportODOT Agreement Number 14237Field studiesField testsInspectionSign su...
ODOT Agreement Number 14237Based upon a combination of in-situ field monitoring of traffic-induced b...
Most transportation departments have recognized and developed procedures to address the ever-increas...
In recent years several studies have been developed on structural collapses oi buildings, leaving th...
Pathein suspension bridge situated in Pathein City in the south of Myanmar has shown various symptom...
The present paper is related to the motorway overbridge, the technical state of which has been showi...
A possible scenario is proposed to put into evidence how the combined effect of fatigue at very high...
Hydraulic actions on bridges are a leading cause of failure, especially due to the occurrence of sco...
The recent bridge disaster at Point Pleasant, West Virginia, has renewed concern about the mechanism...
This master thesis deals with the behavior of steel girder highway bridges under small vehicle fires...
The steel truss railway bridge at Åby River was built in 1957 with a span of 32 m (105 feet). In 201...