| Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks C Bernuzzi, CA Castiglioni Thin-Walled Structures 39 (10), 841-859, 2001 | 145 | 2001 |
| A unified approach for the design of steel structures under low and/or high cycle fatigue G Ballio, CA Castiglioni Journal of Constructional Steel Research 34 (1), 75-101, 1995 | 135 | 1995 |
| Environmental benefits arising from demountable steel-concrete composite floor systems in buildings G Brambilla, M Lavagna, G Vasdravellis, CA Castiglioni Resources, Conservation and Recycling 141, 133-142, 2019 | 109 | 2019 |
| Failure criteria and cumulative damage models for steel components under cyclic loading CA Castiglioni, R Pucinotti Journal of Constructional Steel Research 65 (4), 751-765, 2009 | 108 | 2009 |
| Experimental analysis of seismic resistant composite steel frames with dissipative devices CA Castiglioni, A Kanyilmaz, L Calado Journal of Constructional Steel Research 76, 1-12, 2012 | 103 | 2012 |
| Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames L Calado, JM Proença, M Espinha, CA Castiglioni Journal of constructional steel research 85, 151-162, 2013 | 95 | 2013 |
| Seismic behaviour of steel sections G Ballio, CA Castiglioni Journal of Constructional Steel Research 29 (1-3), 21-54, 1994 | 69 | 1994 |
| Low cycle fatigue behaviour of structural steel members and connections G Ballio, L Calado, CA Castiglioni Fatigue & Fracture of Engineering Materials & Structures 20 (8), 1129-1146, 1997 | 65 | 1997 |
| Seismic behavior of steel storage pallet racking systems CA Castiglioni Springer International Publishing, 2016 | 61 | 2016 |
| Experimental assessment of the seismic behavior of unbraced steel storage pallet racks A Kanyilmaz, CA Castiglioni, G Brambilla, GP Chiarelli Thin-Walled Structures 108, 391-405, 2016 | 60 | 2016 |
| Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading C Bernuzzi, L Calado, CA Castiglioni Journal of Earthquake Engineering 1 (02), 401-432, 1997 | 55 | 1997 |
| Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices A Kanyilmaz, CA Castiglioni Engineering structures 143, 477-497, 2017 | 52 | 2017 |
| Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames M Valente, CA Castiglioni, A Kanyilmaz Engineering Structures 131, 275-292, 2017 | 52 | 2017 |
| Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses M Valente, CA Castiglioni, A Kanyilmaz Journal of Constructional Steel Research 128, 498-511, 2017 | 52 | 2017 |
| An approach to the seismic design of steel structures based on cumulative damage criteria G Ballio, CA Castiglioni Earthquake engineering & structural dynamics 23 (9), 969-986, 1994 | 52 | 1994 |
| Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests A Kanyilmaz, G Brambilla, GP Chiarelli, CA Castiglioni Thin-walled structures 107, 138-155, 2016 | 51 | 2016 |
| Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames L Calado, JM Proenca, M Espinha, CA Castiglioni Steel and Composite Structures 14 (6), 547-569, 2013 | 51 | 2013 |
| Behavior of exterior partial-strength composite beam-to-column connections: Experimental study and numerical simulations G Vasdravellis, M Valente, CA Castiglioni Journal of Constructional Steel Research 65 (1), 23-35, 2009 | 47 | 2009 |
| The Emilia Romagna, May 2012 earthquake sequence. The influence of the vertical earthquake component and related geoscientific and engineering aspects P Carydis, C Castiglioni, E Lekkas, I Kostaki, N Lebesis, A Drei Ingegneria Sismica 29 (2-3), 31-58, 2012 | 45 | 2012 |
| Dynamic response of composite frames with different shear connection degree G Vasdravellis, M Valente, CA Castiglioni Journal of Constructional Steel Research 65 (10-11), 2050-2061, 2009 | 43 | 2009 |
