Mario Daniele Piccioni
- (2024): A Fast Strategy to Determine Efficient Shape Changes of Adaptable V-Expander Tensegrity Columns. In: Journal of Structural Engineering (ASCE), v. 150, n. 4 (April 2024).
- (2024): Experimental and Numerical Study of the "Indirect" Reinforcement Systems for Masonry Walls. In: Civil Engineering and Architecture, v. 12, n. 2 (März 2024).
- (2023): Analysis of clustered cable-actuation strategies of V-Expander tensegrity structures. In: Engineering Structures, v. 296 (Dezember 2023).
- (2022): Phenomenological rate-independent uniaxial hysteretic models: A mini-review. In: Frontiers in Built Environment, v. 8 (Februar 2022).
- (2021): Dynamic damage identification for a full-scale parabolic tuff barrel vault under differential settlements of the supports. In: Construction and Building Materials, v. 291 (Juli 2021).
- (2022): A new experimental approach for small-scale dynamic tests on masonry arches aimed at seismic assessment. In: International Journal of Masonry Research and Innovation, v. 7, n. 1 ( 2022).
- (2019): Minimal mass and self-stress analysis for innovative V-Expander tensegrity cells. In: Composite Structures, v. 209 (Februar 2019).
- (2020): Thrust Surface Method: An innovative approach for the three-dimensional lower bound Limit Analysis of masonry vaults. In: Engineering Structures, v. 202 (Januar 2020).
- (2018): Stability and possible bifurcations for a Gent-Thomas elastic parallelepiped subject to dead-load surface tractions. In: Computers & Structures, v. 207 (September 2018).
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