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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Ballio, G. / Castellani, A. / Finzi, L. (1974): On the design of massive structures for nuclear plants. Presented at: IABSE Seminar: Structures en béton soumises à des Contraintes Triaxiales = Triaxial beanspruchte Betontragwerke = Concrete Structures Subjected to Triaxial Stresses, Bergamo, Italy, 1975.

    https://doi.org/10.5169/seals-17513

  2. Ballio, G. / Lagomarsino, S. / Piccardo, G. / Solari, G. (1999): Probabilistic analysis of Italian extreme winds : Reference velocity and return criterion. In: Wind & Structures, v. 2, n. 1 (March 1999).

    https://doi.org/10.12989/was.1999.2.1.051

  3. Faravelli, L. / Ballio, G. (1980): Safety requirements and structural design process. Presented at: 11th IABSE Congress, Vienna, Austria, 31 August - 5 September 1980.

    https://doi.org/10.5169/seals-11405

  4. Vintani, A. / Ballio, G. / Colombo, G. (1979): Snaidero new buildings at Majano, Friuli (Italy). In: IABSE Structures, v. 3 ( 1979).

    https://doi.org/10.5169/seals-15807

  5. Ballio, G. / Maberini, F. / Solari, G. (1992): A 60 year old, 100 m high steel tower: limit states under wind actions. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 43, n. 1-3 (January 1992).

    https://doi.org/10.1016/0167-6105(92)90639-r

  6. Ballio, G. / Maberini, F. / Solari, G. (1992): A 60 years old, 100 m. high steel tower: limit states under wind action. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 43, n. 1-3 (January 1992).

    https://doi.org/10.1016/0167-6105(92)90644-p

  7. Ballio, G. / Solari, G. (1988): The new italian recommendation for wind loads on structures: Basic assumptions and critical considerations. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 30, n. 1-3 (August 1988).

    https://doi.org/10.1016/0167-6105(88)90077-3

  8. Ballio, G. / Campanini, G. (1981): Equivalent bending moments for beam-columns. In: Journal of Constructional Steel Research, v. 1, n. 3 (May 1981).

    https://doi.org/10.1016/0143-974x(81)90003-1

  9. Ballio, G. / Perotti, F. (1987): Cyclic behaviour of axially loaded members: Numerical simulation and experimental verification. In: Journal of Constructional Steel Research, v. 7, n. 1 (January 1987).

    https://doi.org/10.1016/0143-974x(87)90032-0

  10. Aceti, R. / Ballio, G. / Capsoni, A. / Corradi, L. (2004): A limit analysis study to interpret the ultimate behavior of bolted joints. In: Journal of Constructional Steel Research, v. 60, n. 9 (September 2004).

    https://doi.org/10.1016/j.jcsr.2003.12.003

  11. Ballio, G. / Bernuzzi, C. / Castiglioni, C. A. (1999): An approach for the seismic design of steel storage pallet racks (Ein Verfahren zur Bemessung stählerner Palettenlager unter seismischer Einwirkung). In: Stahlbau, v. 68, n. 11 (November 1999).

    https://doi.org/10.1002/stab.199903190

  12. Ballio, G. / Plumier, A. (1985): Définition d'une méthode expérimentale d'évaluation de la résistance antisismique d'éléments de structure en acier. In: Construction Métallique, n. 3 ( 1985).
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