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    Variable-Angle Spatial Truss Model for Analytical Biaxial Shear Capacity Prediction of Reinforced Concrete Members with Transverse Reinforcement 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001:;page 04024201-1
    Author(s): Qingcong Zeng; Giuseppe Quaranta; Dario De Domenico; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete (RC) elements frequently undergo biaxial shear forces, for example, columns under seismic events and spandrel beams that support an inclined roof. Nonetheless, experimental testing of RC elements subject ...
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    Seismic Rehabilitation of Steel Arch Bridges Using Nonlinear Viscous Dampers: Application to a Case Study 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003:;page 04021012-1
    Author(s): Afshin Moslehi Tabar; Dario De Domenico; Hamid Dindari
    Publisher: ASCE
    Abstract: Old steel arch bridges commonly need rehabilitation interventions because of their insufficient lateral resisting capacity against seismic loads. A localized strengthening method is not always applicable to such bridges ...
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