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Nunziante Squeglia
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Nunziante Squeglia
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Nunziante Squeglia
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1
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil
by
Stefano Stacul
,
Nunziante
Squeglia
Published 2018-02-01
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Article
2
Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections
by
Stefano Stacul
,
Nunziante
Squeglia
Published 2018-02-01
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Article
3
Laterally Loaded Single Pile Response Considering the Influence of Suction and Non-Linear Behaviour of Reinforced Concrete Sections
by
Stefano Stacul
,
Nunziante
Squeglia
,
Francesco Morelli
Published 2017-12-01
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Article
4
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil
by
Gabriele Fiorentino
,
Camillo Nuti
,
Nunziante
Squeglia
,
Davide Lavorato
,
Stefano Stacul
Published 2018-06-01
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Article
5
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections
by
Francesco Morelli
,
Cosimo Amico
,
Walter Salvatore
,
Nunziante
Squeglia
,
Stefano Stacul
Published 2017-06-01
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Article
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