Scissor bridges are characterized by high mobility and modular structure. A single module-span consists of two spanning parts of the bridge; two main trucks and the support structure. Pin joints are used between modules of the single bridge span. Some aspects of the experimental test and numerical analysis of the scissor-AVLB type bridge operation are presented in this paper. Numerical analyses, presented here, were carried out for the scissors-type BLG bridge with treadways extended as compared to the classical bridge operated up to the present in the Armed Forces of the Republic of Poland. A structural modification of this kind considerably affects any changes in the effort of the force transmitting structure of the bridge. These changes ...
Bridges serve to many people every day, so it is necessary to be concerned about theirsafety. Analys...
Abstract: This paper presents the applicability of a field testing and a commercially available stru...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
extended automatically by means of a mechanical bridge-laying gear carried together with bridge sect...
Scissor-AVLB type bridges are subject of studies presented in a paper. The bridge span is extended a...
Mobile Bridge™ is a deployable bridge that uses a scissors mechanism to achieve its useful structura...
Recently, a scissor mechanism was efficiently applied in the safety engineering field as an emergenc...
Collapsible scissor bridge is a portable bridge that can be deployed during emergency state to acces...
There are functional movable bridges in The Netherlands dating since the 1950s. If these bridges wer...
Traditionally, dynamic effects on bridge decks brought about by moving vehicle loads, are taken into...
The comprehensive study on the structural behaviour of underslung girder bridge is examined in this ...
In skew bridges torsion occurs. This leads to a substantial amount of reinforcement stirrups. Minalu...
. High strength cables and steel plates or prestressed rc members (also named as stress-ribbons) usu...
Obviously several simplifying assumptions are used in a multitude of analytical methods available to...
First investigations on the dynamic response of bridges due to moving loads were motivated by the co...
Bridges serve to many people every day, so it is necessary to be concerned about theirsafety. Analys...
Abstract: This paper presents the applicability of a field testing and a commercially available stru...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...
extended automatically by means of a mechanical bridge-laying gear carried together with bridge sect...
Scissor-AVLB type bridges are subject of studies presented in a paper. The bridge span is extended a...
Mobile Bridge™ is a deployable bridge that uses a scissors mechanism to achieve its useful structura...
Recently, a scissor mechanism was efficiently applied in the safety engineering field as an emergenc...
Collapsible scissor bridge is a portable bridge that can be deployed during emergency state to acces...
There are functional movable bridges in The Netherlands dating since the 1950s. If these bridges wer...
Traditionally, dynamic effects on bridge decks brought about by moving vehicle loads, are taken into...
The comprehensive study on the structural behaviour of underslung girder bridge is examined in this ...
In skew bridges torsion occurs. This leads to a substantial amount of reinforcement stirrups. Minalu...
. High strength cables and steel plates or prestressed rc members (also named as stress-ribbons) usu...
Obviously several simplifying assumptions are used in a multitude of analytical methods available to...
First investigations on the dynamic response of bridges due to moving loads were motivated by the co...
Bridges serve to many people every day, so it is necessary to be concerned about theirsafety. Analys...
Abstract: This paper presents the applicability of a field testing and a commercially available stru...
Force identification from dynamic responses of bridges is an important inverse problem. The paramete...