A strategy to identify exciting forces acting on structures
By Emilio Turco. 2005
51 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/f080829235d5b03ca64d1f59041505835477e789
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Mechanics of Materials
- Ivan Giorgio
- Francesco dell'Isola
- Emilio Turco
- Chao Jiang
- Antonio Cazzani
- Xianghua Meng
- Xu Han
- Jie Liu
In Statistics and Probability
Citations in the corpus
- Constitutive models for strongly curved beams in the frame of isogeometric analysis (2016, background): “Finally, it seems attractive the application of higher continuum models as those described in [56, 57, 58, 59]; • damage detection referring to the procedure proposed by [60, 61] which considers traveling loads as signal or in identification problem such as those described in [62, 63, 64, 65]; • the”
- Time‐domain Galerkin method for dynamic load identification (2016, methodology): “The exciting loads are directed as the first mode shape, reported in Figure 8, according to the following evolution law [41]:”
- Homogenization à la Piola produces second gradient continuum models for linear pantographic lattices (2015, background): “…reinforced by rigid fibers (Bellieud & Bouchitté, 2002; Contrafatto, Cuomo, & Fazio, 2012; El Jarroudi & Brillard, 2001; Luongo, 2001; Sili, 2005; Turco, 2005), also in the context of the mechanical study of living and growing tissues (see Federico, Grillo, Imatani, Giaquinta, & Herzog, 2008;…”