Phase II benchmark control problem for seismic response of cable‐stayed bridges
This paper presents the problem definition for the second generation of benchmark
structural control problems for cable‐stayed bridges. The goal of this study is to provide a …
structural control problems for cable‐stayed bridges. The goal of this study is to provide a …
Control of vibrations due to moving loads on suspension bridges
M Zribi, NB Almutairi, M Abdel-Rohman - … Analysis: Modelling and …, 2006 - zurnalai.vu.lt
The flexibility and low damping of the long span suspended cables in suspension bridges
makes them prone to vibrations due to wind and moving loads which affect the dynamic …
makes them prone to vibrations due to wind and moving loads which affect the dynamic …
Control of suspension bridge nonlinear vibrations due to moving loads
NB Almutairi, MF Hassan… - Journal of engineering …, 2006 - ascelibrary.org
The flexibility and low damping of the long-span suspended cables in the suspension
bridges make them prone to vibrations due to wind and moving loads, which affect the …
bridges make them prone to vibrations due to wind and moving loads, which affect the …
[PDF][PDF] Time Domain Methods to Study Human-Structure Interaction
DMA Zambrana - 2013 - Citeseer
The goal of this work is to evaluate if the Time Reversal Algorithm (TRA) and the Dynamic
Time Warping (DTW) technique can be used for human fall detection using structural …
Time Warping (DTW) technique can be used for human fall detection using structural …