This article describes the results of extensive full-scale experiments carried out on two lively footbridges recently built in Milan, Italy. The objective of the study was to assess the dynamic characteristics of the bridges and the expected vibration level induced by pedestrians. A preliminary vibration analysis of the bridges revealed their potential sensitivity to human-induced vibrations in the vertical direction. Two sets of experiments were carried out, one before and one after the installation of tuned mass dampers. Furthermore, bridge vibrations during a marathon event were recorded and analyzed. Experimental and analytical results were compared for several loading scenarios
This paper describes the design and construction of a new pedestrian walkway extension to the Princi...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
International audienceMore and more slender, and with longer span, contemporary footbridges are subm...
An extensive literature review of human induced vibrations that flexible footbridges experience is a...
Pedestrian bridges are usually characterised by moderate dead loads and high deformability; such con...
In structural design there is a tendency towards more slender and challenging architectural structur...
An extensive literature review of human induced vibrations that flexible footbridges experience is a...
Vibration serviceability of structures for human occupancy has become an important part of the desig...
Footbridges are generally effective structures concerning the static behavior, since they are subjec...
The paper presents selected results of a first experimental campaign on a footbridge over-passing th...
The purpose of this work is to study the dynamic behavior of a pedestrian bridge in Alicante, Spain....
The users of the 132-meter-long Kjærra Bridge in Larvik, Norway, noticed severe lateral vibrations d...
The vibrational performance of footbridges due to human-induced loads has been investigated, based o...
Modern pedestrian bridges are very often lively structures, due to the increasing strength of materi...
In the last years, the need for structures able to link the functional and aesthetic role has led en...
This paper describes the design and construction of a new pedestrian walkway extension to the Princi...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
International audienceMore and more slender, and with longer span, contemporary footbridges are subm...
An extensive literature review of human induced vibrations that flexible footbridges experience is a...
Pedestrian bridges are usually characterised by moderate dead loads and high deformability; such con...
In structural design there is a tendency towards more slender and challenging architectural structur...
An extensive literature review of human induced vibrations that flexible footbridges experience is a...
Vibration serviceability of structures for human occupancy has become an important part of the desig...
Footbridges are generally effective structures concerning the static behavior, since they are subjec...
The paper presents selected results of a first experimental campaign on a footbridge over-passing th...
The purpose of this work is to study the dynamic behavior of a pedestrian bridge in Alicante, Spain....
The users of the 132-meter-long Kjærra Bridge in Larvik, Norway, noticed severe lateral vibrations d...
The vibrational performance of footbridges due to human-induced loads has been investigated, based o...
Modern pedestrian bridges are very often lively structures, due to the increasing strength of materi...
In the last years, the need for structures able to link the functional and aesthetic role has led en...
This paper describes the design and construction of a new pedestrian walkway extension to the Princi...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
International audienceMore and more slender, and with longer span, contemporary footbridges are subm...