Search Results - "Colajanni, P."

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  1. 1

    Definition of diagonal Poisson’s ratio and elastic modulus for infill masonry walls by Cavaleri, L., Papia, M., Macaluso, G., Di Trapani, F., Colajanni, P.

    Published in Materials and structures (2014)
    “…The prediction of the response of infilled frames through the simplified approach of substituting the infill with an equivalent pin-jointed strut is treated…”
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  2. 2

    Combination of Modal Responses Consistent with Seismic Input Representation by Cacciola, P, Colajanni, P, Muscolino, G

    “…The well-known modal superposition method for the evaluation of seismic response by the complete quadratic modal combination rule (CQC) is revisited. The most…”
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  3. 3

    A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes by Cacciola, P., Colajanni, P., Muscolino, G.

    “…A method for the evaluation of the response sensitivity of both classically and non-classically damped discrete linear structural systems under stochastic…”
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  4. 4

    Stochastic linearization critically re-examined by Elishakoff, I., Colajanni, P.

    Published in Chaos, solitons and fractals (01-12-1997)
    “…The stochastic linearization technique, widely used for the analysis of nonlinear dynamic systems subjected to random excitations, is revisited. It is shown…”
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  5. 5

    A New Look at the Stochastic Linearization Technique for Hyperbolic Tangent Oscillator by Colajanni, P., Elishakoff, I.

    Published in Chaos, solitons and fractals (01-09-1998)
    “…Stochastic linearization technique is reconsidered for oscillator with restoring force in form of hyperbolic tangent. We show that a subtle error was made in…”
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  6. 6

    A subtle error in conventional stochastic linearization techniques by Colajanni, P., Elishakoff, I.

    Published in Chaos, solitons and fractals (01-03-1998)
    “…The stochastic linearization technique as applied to the SDOF system is re-examined. Two standard procedures associated with the stochastic linearization,…”
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    Non-geometric spectral moments for frequency varying filtered input processes by Caddemi, S., Colajanni, P., Duca, I., Muscolino, G.

    “…The spectral moments have been introduced in the literature for the case of structural systems subjected to stationary Gaussian input processes and were…”
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  9. 9

    A simplified analysis for the evaluation of stochastic response of elasto-plastic oscillators by Caddemi, S., Colajanni, P.

    Published in Probabilistic engineering mechanics (01-07-1999)
    “…The paper deals with dynamic hysteretic oscillators without post-yielding hardening, called ideal elasto-plastic oscillators, subjected to white noise. They…”
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  10. 10

    Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons by Spinella, Nino, Colajanni, Piero, Recupero, Antonino

    Published in Construction & building materials (30-12-2014)
    “…•Rubble masonry strengthened by three-dimensional pre-tensioned stainless steel ribbons.•In situ full-scale tests on masonry panels and an arch-wall in Messina…”
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  11. 11

    Simple Plastic Model for Shear Critical SFRC Beams by Spinella, Nino, Colajanni, Piero, Recupero, Antonino

    “…A simple physical model, for prediction of ultimate shear strength of steel fiber-reinforced concrete (SFRC) beams is developed on the basis of a plastic…”
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  12. 12

    Combination of Modal Responses Consistent wtih Seismic Input Representation by Cacciola, P P, Colajanni, P P, Muscolino, G P

    “…The well-known modal superposition method for the evaluation of seismic response by the complete quadratic modal combination rule (CQC) is revisited. The most…”
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    Journal Article
  13. 13

    BRACED FRAMES WITH HYSTERETIC DISSIPATIVE DEVICES: SEISMIC RESPONSE AND DESIGN CRITERIA by COLAJANNI, PIERO

    Published in Journal of earthquake engineering : JEE (01-01-1999)
    “…The seismic behaviour of elastic braced frames with hysteretic dissipative devices is investigated. The analysis is carried out using a simplified single…”
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  14. 14

    Hysteretic Behavior Characterization of Friction-Damped Braced Frames by Colajanni, Piero, Papia, Maurizio

    “…The dissipative capacity of friction-damped bracing systems is evaluated by a statistical characterization of the amplitude and frequency of the slip…”
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    Seismic response of braced frames with and without friction dampers by Colajanni, Piero, Papia, Maurizio

    Published in Engineering structures (1995)
    “…The dynamic response of friction damped bracing systems and ordinary cross-bracing systems inserted into surrounding frames without lateral stiffness is…”
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