Vibration serviceability of footbridges under human-induced excitation: a literature review
Increasing strength of new structural materials and longer spans of new footbridges,
accompanied with aesthetic requirements for greater slenderness, are resulting in more …
accompanied with aesthetic requirements for greater slenderness, are resulting in more …
Finite element modelling and updating of a lively footbridge: The complete process
The finite element (FE) model updating technology was originally developed in the
aerospace and mechanical engineering disciplines to automatically update numerical …
aerospace and mechanical engineering disciplines to automatically update numerical …
Modal testing and FE model tuning of a lively footbridge structure
Despite huge advances in numerical modelling of civil engineering structures in recent
decades, finite element models for footbridges should still be developed and used with …
decades, finite element models for footbridges should still be developed and used with …
Three‐dimensional dynamic deflections and natural frequencies of a stiff footbridge based on measurements of collocated sensors
SUMMARY A redundant system of collocated geodetic sensors and an accelerometer were
used to measure the displacements of a stiff, 40‐m‐long footbridge excited by essentially …
used to measure the displacements of a stiff, 40‐m‐long footbridge excited by essentially …
Vibrational performance of pedestrian bridges due to human-induced loads.
RL Pimentel - 1997 - etheses.whiterose.ac.uk
The vibrational performance of footbridges due to human-induced loads has been
investigated, based on modal and pedestrian tests carried out on three prototype …
investigated, based on modal and pedestrian tests carried out on three prototype …
Damping estimates from reconstructed displacement for low-frequency dominant structures
This paper proposes a new concept for the estimation of modal damping ratios. This new
concept is based on an operational modal analysis (OMA) technique that uses dynamic …
concept is based on an operational modal analysis (OMA) technique that uses dynamic …
Through-deck suspension footbridge: a comparison study with above-deck suspension footbridge
C Li, Y Xu, X Zhang, X Wei - Structures, 2024 - Elsevier
Being different from a traditional above-deck suspension (ADS) footbridge, the through-deck
suspension (TDS) footbridge has main cable through (partly above and under) deck. It not …
suspension (TDS) footbridge has main cable through (partly above and under) deck. It not …
Formulating the optimum parameters of modified hanger system in the cable-arch bridge to restrain force fluctuation and overstressing problems
S Farahmand-Tabar, M Barghian - Journal of the Brazilian Society of …, 2020 - Springer
Inclined hangers behave better than vertical ones under lateral loads (ie, wind or
earthquake) despite they are prone to fatigue phenomenon. In some instances, the …
earthquake) despite they are prone to fatigue phenomenon. In some instances, the …
Vibration characteristics of shallow suspension bridge with pre-tensioned cables
MH Huang, DP Thambiratnam, NJ Perera - Engineering structures, 2005 - Elsevier
Cable supported structures offer an elegant and economical solution for bridging over long
spans with resultant low material content and ease of construction. These structures …
spans with resultant low material content and ease of construction. These structures …
Modal testing and finite element model calibration of an arch type steel footbridge
In recent decades there has been a trend towards improved mechanical characteristics of
materials used in footbridge construction. It has enabled engineers to design lighter, slender …
materials used in footbridge construction. It has enabled engineers to design lighter, slender …