The present paper is related to the motorway overbridge, the technical state of which has been showing deficiencies related mainly to the presence of cracks. Verification of the design and construction documents was carried out prior to advanced analysis which covered the construction process with phases, loads acting in various periods of time as well as the progressing ground deformations. Conclusions drawn on the basis of the analysis results are not typical because the emergency situation is resulting from many simultaneously acting factors. The level of the reduction of the safety margin of the bridge has been estimated
The use of roadside safety barriers in Italy has changed in recent years: the number of installed de...
The paper is focused on the problem of durability of RC structure exposed to typical ambient conditi...
Although the specifications for Japanese highway bridges are currently under revision in the format ...
The article deals with the issues of vehicle traffic safety on artificial constructions. Ensuring sa...
The article discusses the analyses of a numerical model of an extradosed bridge built as part of the...
W związku z planowaną eksploatacją górniczą zaszła konieczność sprawdzenia stanu technicznego mostu ...
Prestressed concrete (PC) bridges are susceptible to catastrophic damage (often from over-height veh...
The analysis was focused on three post-tensioned slab bridges, constructed in 1950s. Two of them fun...
AbstractThe common phenomena – cracks appearance on newly built reinforced concrete bridge structure...
This paper presents the technical causes of the collapse of the Annone overpass, a reinforced concre...
In this thesis, methods for providing and evaluating robustness of bridges are studied. As a general...
In Hungary, several old trussed highway bridges of trough-type fell down because the vehicle passing...
Staranje slovenskih premostitvenih objektov vse pogosteje zahteva analizo varnosti kritičnih objekto...
The case of the abutment of a motorway urban viaduct damaged by human intervention is presented. Bui...
The following article discusses the problem of durability of girders made of structural steel S355 ...
The use of roadside safety barriers in Italy has changed in recent years: the number of installed de...
The paper is focused on the problem of durability of RC structure exposed to typical ambient conditi...
Although the specifications for Japanese highway bridges are currently under revision in the format ...
The article deals with the issues of vehicle traffic safety on artificial constructions. Ensuring sa...
The article discusses the analyses of a numerical model of an extradosed bridge built as part of the...
W związku z planowaną eksploatacją górniczą zaszła konieczność sprawdzenia stanu technicznego mostu ...
Prestressed concrete (PC) bridges are susceptible to catastrophic damage (often from over-height veh...
The analysis was focused on three post-tensioned slab bridges, constructed in 1950s. Two of them fun...
AbstractThe common phenomena – cracks appearance on newly built reinforced concrete bridge structure...
This paper presents the technical causes of the collapse of the Annone overpass, a reinforced concre...
In this thesis, methods for providing and evaluating robustness of bridges are studied. As a general...
In Hungary, several old trussed highway bridges of trough-type fell down because the vehicle passing...
Staranje slovenskih premostitvenih objektov vse pogosteje zahteva analizo varnosti kritičnih objekto...
The case of the abutment of a motorway urban viaduct damaged by human intervention is presented. Bui...
The following article discusses the problem of durability of girders made of structural steel S355 ...
The use of roadside safety barriers in Italy has changed in recent years: the number of installed de...
The paper is focused on the problem of durability of RC structure exposed to typical ambient conditi...
Although the specifications for Japanese highway bridges are currently under revision in the format ...