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    Structural Behavior of Barges in High-Energy Collisions against Bridge Piers 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Francisco J. Luperi; Federico Pinto
    Publisher: American Society of Civil Engineers
    Abstract: The collision of barges against bridge piers is an extreme loading condition that usually governs the design of bridges that span navigable waterways. The magnitude and time variation of impact forces depend on several ...
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    Three-Dimensional Indirect Boundary Element Method Formulation for Dynamic Analysis of Frames Buried in Semiinfinite Elastic Media 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Federico Pinto; Carlos A. Prato
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a formulation of the indirect boundary element method based on the principle of virtual work for the dynamic analysis of frame structures buried in semi-infinite elastic media. The present formulation, ...
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    Analytical Solution for the Evaluation of Kinematic Demands on Underground Linear Structures Subjected to S-Waves 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022213
    Author(s): Franco P. Soffietti; Federico Pinto
    Publisher: ASCE
    Abstract: Seismic shear waves that propagate along the axis of underground linear structures (e.g., tunnels, pipes, and piles) generally impose deformations that need to be accounted for in structural design or verification. Preliminary ...
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    Nondestructive Assessment of Axial Load–Deflection Behavior of Drilled Shafts for a Suspension Bridge 

    Source: Journal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 001
    Author(s): Federico Pinto; Carlos F. Gerbaudo; Carlos A. Prato
    Publisher: American Society of Civil Engineers
    Abstract: The new Río Cuarto Bridge, currently under construction in the Province of Córdoba, Argentina, consists of a 110-m long, cable-stayed main span with a prestressed concrete deck, steel pylons, and two 50-m–long side spans ...
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