Pier Giorgio Debernardi
- (2023): Deduction of the bond low from test on short RC tie in service conditions. In: Structural Concrete, v. 24, n. 6 (2 November 2023).
- (2019): Serviceability Limit States of Concrete Structures. fédération internationale du béton (fib), Lausanne (Schweiz), ISBN 9782883941366.
- (1993): Consolidation of 'fill layer' masonry structures. Vorgetragen bei: IABSE Symposium: Structural Preservation of the Architectural Heritage, Rome, Italy, 1993.
- (2013): Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity. In: Magazine of Concrete Research, v. 65, n. 1 (Januar 2013).
- (2012): Parametric analysis of the influence of shear on the deflection of RC beams in service. In: Magazine of Concrete Research, v. 64, n. 4 (April 2012).
- (1989): Behavior of Concrete Structures in Service. In: Journal of Structural Engineering (ASCE), v. 115, n. 1 (Januar 1989).
- (2012): Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower. In: Structural Engineering International, v. 22, n. 1 (Februar 2012).
- (2016): An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures. In: Structural Concrete, v. 17, n. 3 (Juni 2016).
- (1991): Influence of steel bars on structural behaviour of reinforced concrete. Vorgetragen bei: IABSE Symposium: Bridges - Interaction between construction technology and design, Leningrad, USSR, 1991.
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