Increasing strength of new structural materials and longer spans of new footbridges, accompanied with aesthetic requirements for greater slenderness, are resulting in more …
L Koutsoloukas, N Nikitas, P Aristidou - Developments in the Built …, 2022 - Elsevier
In this paper, a state-of-the-art literature review is presented emphasising on the development of control variants for mass damper schemes on building-like structures …
The construction in Portugal of a relatively long and slender footbridge prone to vertical and lateral vibrations induced by the action of pedestrians motivated the full assessment of the …
The construction in Portugal of a relatively long and slender footbridge prone to pedestrian- induced vertical and lateral vibrations motivated an extensive study for the design and …
HC Kwon, MC Kim, IW Lee - Computers & structures, 1998 - Elsevier
This paper presents vibration control of bridges under moving loads using a tuned mass damper (TMD). TMD, a kind of passive type control device, has a variety of merits in that it …
Q Li, J Fan, J Nie, Q Li, Y Chen - Journal of Sound and Vibration, 2010 - Elsevier
This paper investigates vibration characteristics of footbridge induced by crowd random walking, and presents the application of multiple tuned mass dampers (MTMD) in …
The low damping properties of lightweight large span floor decks composed of a reinforced concrete slab on top of a steel space frame structure may lead to undesirable dynamic …
B Weber, G Feltrin - Engineering structures, 2010 - Elsevier
Two pedestrian bridges, which were equipped with tuned mass dampers almost two decades ago, have been evaluated for their long-term performance. The response due to …
A Tributsch, C Adam - Smart Structures and Systems, 2012 - dbpia.co.kr
This paper aims at assessing the seismic performance of Tuned Mass Dampers (TMDs) based on sets of recorded ground motions. For the simplest configuration of a structure-TMD …