A limit analysis study to interpret the ultimate behavior of bolted joints von Aceti, R., Ballio, G., Capsoni, A., Corradi, L.

Volltext

LOW CYCLE FATIGUE BEHAVIOUR OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS von Ballio, G., Calado, L., Castiglioni, C. A.

Volltext

A 60 year old, 100 m high steel tower: limit states under wind actions von Ballio, G., Maberini, F., Solari, G.

Volltext

Cyclic behaviour of axially loaded members: Numerical simulation and experimental verification von Ballio, G., Perotti, F.

Volltext

A unified approach for the design of steel structures under low and/or high cycle fatigue von Ballio, Giulio, Castiglioni, Carlo A.

Volltext

A Mathematical Approach to the Optimum Design of the Axial System for Actively Controlled Primary Mirrors von Ballio, G., Contro, R., Poggi, C., Citterio, O.

Volltext

Seismic behaviour of steel sections von Ballio, Giulio, Castiglioni, Carlo A.

Volltext

Low cycle fatigue behaviour of structural steel members and connections: Italian special edition von BALLIO, G, CALADO, L, CASTIGLIONI, C. A

Volltext

An approach for the seismic design of steel storage pallet racks von BALLIO, G, BERNUZZI, C, CASTIGLIONI, A

Volltext

Analytical computations of dynamic behaviour of pin-jointed structures von Ballio, G., Gobetti, A., Zanon, P.

Volltext

The new italian recommendation for wind loads on structures: Basic assumptions and critical considerations von Ballio, G., Solari, G.

Volltext

A 60 years old, 100 m. high steel tower: limit states under wind action von Ballio, G., Maberini, F., Solari, G.

Volltext

60 Year old, 100 m high steel tower. Limit states under wind actions von Ballio, G, Maberini, F, Solari, G

Volltext

Equivalent bending moments for beam-columns von Ballio, G., Campanini, G.

Volltext

An approach for the seismic design of steel storage pallet racks (Ein Verfahren zur Bemessung stählerner Palettenlager unter seismischer Einwirkung) von Ballio, G., Bernuzzi, C., Castiglioni, C. A.

Volltext

Short communication: Iterative design procedure in the presence of technological constraints von Ballio, G., Contro, R.

Volltext

Loading effects in beam columns von Ballio, G., Petrini, V., Urbano, C.

Volltext

Book reviews: Theory and Design of Steel Structures von Ballio, G., Mazzolani, F. M.

Volltext

A Finite Element Approach to the Design of the Support System for the ESO 1 M. Active Optics Experiment von Ballio, G., Contro, R., Poggi, C., Citterio, O.

Volltext

Ex post damage assessment: an Italian experience von Molinari, D, Menoni, S, Aronica, G. T, Ballio, F, Berni, N, Pandolfo, C, Stelluti, M, Minucci, G

Volltext