Solitary waves on tensegrity lattices

By Fernando Fraternali, L. Senatore, Chiara Daraio. 2012

154 citations recorded by the source corpus.

Subfields: Astronomy and Astrophysics, Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/eb3227b493d4e83ab4836f6398727da2516388d1

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Astronomy and Astrophysics

1. Gerardo Carpentieri
2. Ada Amendola
3. Fernando Fraternali

In Civil and Structural Engineering

1. Gerardo Carpentieri
2. Robert E. Skelton
3. Andrea Micheletti
4. Ada Amendola
5. Fernando Fraternali
6. Yoshihiro Kanno
7. Josep Maria Mirats i Tur
8. Sergi Hernandez Juan

In Mechanical Engineering

1. Gerardo Carpentieri
2. Robert E. Skelton
3. Andrea Micheletti
4. Ada Amendola
5. Fernando Fraternali

Citations in the corpus

• On the mechanical modeling of the extreme softening/stiffening response of axially loaded tensegrity prisms (2014, methodology): “By extending the tensegrity prism models already in the literature (Oppenheim and Williams, 2000; Fraternali et al., 2012), we assume that the bases and bars of the tensegrity prism may feature either elastic or rigid behavior.”
• Minimum mass design of tensegrity bridges with parametric architecture and multiscale complexity (2014, background): “017 noting that it is possible to look at a tensegrity structure as a multiscale sensor/actuator, which features highly nonlinear dynamical behavior (geometrical and/or mechanical nonlinearities), and can be controlled in real time (Skelton and de Oliveira, 2010c; Fraternali et al., 2012).”