scholarly journals The dynamic response of prone-to-fall columns to ambient vibrations: comparison between measurements and numerical modelling

2016 ◽  
Vol 208 (2) ◽  
pp. 1058-1076 ◽  
Author(s):  
J. Valentin ◽  
A. Capron ◽  
D. Jongmans ◽  
L. Baillet ◽  
P. Bottelin ◽  
...  
Author(s):  
Milan Moravčík

The paper presents an analysis of an actual problem related to dynamic effects to road bridges due to travelling a heavy vehicle over the bridge. Numerical simulations of the dynamic response are applied on a fictitious simple beam of the length Lb = 52 m with an artificial irregularity at midspan, corresponding to a characteristic span L (b5) = 52 m of the ten-span continuous box girder bridge. A heavy four-axle truck m v = 32 t is used for dynamic excitation, travelling over the bridge at passing speed of 70km / h. The obtained results are compared to results of the experimentally tested ten-span continuous pre-stressed reinforced concrete girder bridge at the same speed.


2020 ◽  
Vol 100 ◽  
pp. 103263 ◽  
Author(s):  
J.A. Vallejos ◽  
E. Marambio ◽  
L. Burgos ◽  
C.V. Gonzalez

Inventions ◽  
2021 ◽  
Vol 6 (4) ◽  
pp. 75
Author(s):  
Gianmaria Giannini ◽  
Sandy Day ◽  
Paulo Rosa-Santos ◽  
Francisco Taveira-Pinto

Despite several wave energy converters (WECs) having been developed to present, no particular concept has emerged yet. The existing inventions vary significantly in terms of the operation principle and complexity of WECs. The tethered point absorbers (PAs) are among the most known devices that, thanks to their simplicity, appear to be cost-effective and reliable for offshore installation. These devices need to be advanced further and, therefore, new tailored modelling methods are required. Numerical modelling of this type of WEC has been done mainly in one degree of freedom. Existing methods for multi-degrees of freedom analysis lack pragmatism and accuracy. Nevertheless, modelling of multiple degrees of freedom is necessary for correct analysis of the device dynamic response, wave loads and device performance. Therefore, an innovative numerical method for two degrees of freedom analysis of PA WECs, which permits precisely modelling the dynamics of PA for surge and heave motions, is introduced in this paper. The new method allows assessing, in the time-domain, the dynamic response of tethered PAs using regular and irregular sea states. The novel numerical model is explained, proved and empirically validated.


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