The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges

Ioannis G. Raftoyiannis, and George T. Michaltsos. "The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges." Curved and Layered Structures 3.1 (2016): null. <http://eudml.org/doc/287076>.

@article{IoannisG2016,
abstract = {This paper deals with the dynamic behavior of curved-in-plane bridges where the effect of the bridge curvature radius, the moving load (vehicle) speed, the truck cant angle, the deck surface conditions and, mainly, the response accuracy depending on the vehicle model used are investigated. Besides the above parameters, the influence of several loading models is studied as well, especially the models of a concentrated load, a damped mass-load, a sequence of two concentrated loads and a real vehicle aswell as a damped vehicle,where its width is taken into account. A 3-DOF model is considered for the analysis of the bridge, while the theoretical formulation is based on a continuum approach, which has been widely used in the literature to analyze such bridges.},
author = {Ioannis G. Raftoyiannis, George T. Michaltsos},
journal = {Curved and Layered Structures},
keywords = {Bridge dynamics; curved bridges; moving loads; damped vehicle},
language = {eng},
number = {1},
pages = {null},
title = {The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges},
url = {http://eudml.org/doc/287076},
volume = {3},
year = {2016},
}

TY - JOUR
AU - Ioannis G. Raftoyiannis
AU - George T. Michaltsos
TI - The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges
JO - Curved and Layered Structures
PY - 2016
VL - 3
IS - 1
SP - null
AB - This paper deals with the dynamic behavior of curved-in-plane bridges where the effect of the bridge curvature radius, the moving load (vehicle) speed, the truck cant angle, the deck surface conditions and, mainly, the response accuracy depending on the vehicle model used are investigated. Besides the above parameters, the influence of several loading models is studied as well, especially the models of a concentrated load, a damped mass-load, a sequence of two concentrated loads and a real vehicle aswell as a damped vehicle,where its width is taken into account. A 3-DOF model is considered for the analysis of the bridge, while the theoretical formulation is based on a continuum approach, which has been widely used in the literature to analyze such bridges.
LA - eng
KW - Bridge dynamics; curved bridges; moving loads; damped vehicle
UR - http://eudml.org/doc/287076
ER -