Noor, A., Continuum modeling for repetitive lattice structures, Applied Mechanics Reviews, 1988, 41(7), 285–296.
 Tollenaere, H., Caillerie, D., Continuous modeling of lattice structures by homogenization, Advances in Engineering Software, 1998, 29(7), 699 – 705.
 Boutin, C., dell’Isola, F., Giorgio, I., Placidi, L., Linear pantographic sheets: Asymptotic micro-macro models identification, Mathematics and Mechanics of Complex Systems, 2017, 5, 127–162.
 dell’Isola, F., Eremeyev, V., Porubov, A., eds., Advances in mechanics of microstructured media and structures, vol. 87, Springer, Cham, 2018.
 DiCarlo, A., Rizzi, N., Tatone, A., Continuum modelling of a beam-like latticed truss: Identification of the constitutive functions for the contact and inertial actions, Meccanica, 1990, 25, 168–174.
 McCallen, D., Romstad, K., A continuum model for the nonlinear analysis of beam-like lattice structures, Computers & Structures, 1988, 29(2), 177– 197.
 Chajes, M., Zhang, L., Kirby, J., Dynamic analysis of tall building using reduced-order continuum model, Journal of Structural Engineering, 1996, 122(11), 1284–1291.
 Chajes, M., Finch, W., Kirby, J., Dynamic analysis of a ten-story reinforced concrete building using a continuum model, Computers & Structures, 1996, 58, 487–498.
 Cluni, F., Gioffrè, M., Gusella, V., Dynamic response of tall buildings to wind loads by reduced order equivalent shear-beam models, Journal of Wind Engineering and Industrial Aerodynamics, 2013, 123, 339 – 348.
 Luongo, A., Zulli, D., Parametric, external and self-excitation of a tower under turbulent wind flow, Journal of Sound and Vibration, 2011, 330(13), 3057–3069.
 Zulli, D., Luongo, A., Bifurcation and stability of a two-tower system under wind-induced parametric, external and self-excitation, Journal of Sound and Vibration, 2012, 331(2), 365–383.
 Zulli, D., Di Egidio, A., Galloping of internally resonant towers subjected to turbulent wind, Continuum Mechanics and Thermodynamics, 2015, 27(4), 835–849.
 Di Nino, S., Luongo, A., Nonlinear aeroelastic behavior of a base-isolated beam under steady wind flow, International Journal of Non-Linear Mechanics, 2019, 119, 103340.
 Piccardo, G., Tubino, F., Luongo, A., Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings, Applied Mathematical Modelling, 2019, 71, 77–95.
 Piccardo, G., Tubino, F., Luongo, A., A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings, Zeitschrift für Angewandte Mathematik und Physik, 2015, 66(4), 1895–1913.
 Piccardo, G., Tubino, F., Luongo, A., Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability, International Journal of Non-Linear Mechanics, 2016, 80, 52 – 65.
 Luongo, A., Zulli, D., Mathematical Models of Beams and Cables, Iste-Wiley, 2013.
 D’Annibale, F., Ferretti, M., Luongo, A., Shear-shear-torsional homogeneous beam models for nonlinear periodic beam-like structures, Engineering Structures, 2019, 184, 115–133.
 Ferretti, M., D’Annibale, F., Luongo, A., Modeling beam-like planar structures by a one-dimensional continuum: an analytical-numerical method, Journal of Applied and Computational Mechanics, 2020.
 Ferretti, M., D’Annibale, F., Luongo, A., Buckling of tower-buildings on elastic foundation under compressive tip-forces and self-weight, Continuum Mechanics and Thermodynamics, 2020.
 Ferretti, M., Flexural torsional buckling of uniformly compressed beam-like structures, Continuum Mechanics and Thermodynamics, 2018, 30(5), 977–993.
 Luongo, A., D’Annibale, F., Ferretti, M., Shear and flexural factors for homogenized beam models of planar frames, Engineering Structures, 2020, submitted.
 Luongo, A., Zulli, D., Free and forced linear dynamics of a homogeneous model for beam-like structures, Meccanica, 2020, 55, 907–925.
 Nayfeh, A., Mook, D., Nonlinear oscillations, John Wiley, New York, 1979.
 Doedel, E., Oldeman, B., AUTO-07P: Continuation and Bifurcation Software for Ordinary Differential Equation, 2019.