Ivo Caliò - Dissemin

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Papers authored by Ivo Caliò

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2011 S. Caddemi, I. Caliò

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The influence of the axial force on the vibration of the Euler–Bernoulli beam with an arbitrary number of cracks

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Ivo Caliò

ORCID

, Graham M. L. Gladwell, Antonino Morassi

Families of beams with a given buckling spectrum

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2010 Ivo Caliò

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, Francesco Cannizzaro, Massimo Marletta

A Discrete Element for Modeling Masonry Vaults

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Salvatore Caddemi, Ivo Caliò

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, Francesco Cannizzaro, Massimo Marletta, B. Pantò

Seismic Vulnerability of the Concordia Temple

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S. Caddemi, I. Caliò

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, M. Marletta

The non-linear dynamic response of the Euler–Bernoulli beam with an arbitrary number of switching cracks

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R. Gilat, I. Calio

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, I. Elishakoff

Inhomogeneous beams possessing an exponential mode shape

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S. Caddemi, I. Caliò

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Influence of concentrated cracks on framed structures by means of the dynamic stiffness method

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2009 S. Caddemi, I. Caliò

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Exact closed-form solution for the vibration modes of the Euler–Bernoulli beam with multiple open cracks

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I. Caliò

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, M. Marletta, B. Pantò

A Simplified Model for the Evaluation of the Seismic Behaviour of Masonry Buildings

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Salvatore Caddemi, Ivo Caliò

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, Ivo Calio`

Closed Form Buckling Solutions of Euler-Bernoulli Columns With Multiple Singularities

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Ivo Caliò

ORCID

, Isaac Elishakoff

Exponential solutions for a longitudinally vibrating inhomogeneous rod

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2008 Salvatore Caddemi, Ivo Caliò

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Generalised Functions for Modelling Singularities: Direct and Inverse Problems

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Ivo Caliò

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, Isaac Elishakoff

Vibration tailoring of inhomogeneous rod that possesses a trigonometric fundamental mode shape

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I. Caliò

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, F. Cannizzaro, E. D'Amore, M. Marletta, Adolfo Santini, B. Pantò, Nicola Moraci

A new discrete-element approach for the assessment of the seismic resistance of composite reinforced concrete-masonry buildings

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2005 I. Caliò

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, M. Marietta, M. Marletta

Seismic resistance of a reinforced concrete building retrofitted via base isolation

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I. Caliò

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, M. Marietta, M. Marletta

Seismic performance of a reinforced concrete building not designed to withstand earthquake loading

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Ivo Caliò

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, Isaac Elishakoff

Closed-form solutions for axially graded beam-columns

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2004 Ivo Caliò

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, Ivo Cali�, Isaac Elishakoff

Can a Trigonometric Function Serve Both as the Vibration and the Buckling Mode of an Axially Graded Structure?

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Ivo Caliò

ORCID

, Isaac Elishakoff

Closed-Form Trigonometric Solutions for Inhomogeneous Beam-Columns on Elastic Foundation

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M. Marletta, I. Caliò

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Seismic resistance of a reinforced concrete building before and after retrofitting Part I: The existing building

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