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    Stiffness Prediction of Wooden Dowel Connections with Beam-on-Foundation Models 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025220-1
    Author(s): De Santis, Yuri; Aloisio, Angelo; Fragiacomo, Massimo
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe renewed interest in pure wood connections has brought wooden dowels back into focus. They exhibit satisfactory mechanical properties in terms of strength and ductility. However, while significant research has ...
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    Mechanical Behavior of Slender CFST Columns with Debonding under Axial and Eccentric Compression 

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002:;page 04025259-1
    Author(s): Xue, Junqing; Aloisio, Angelo; Zhang, Yifei; Contento, Alessandro; Briseghella, Bruno
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDebonding between the steel tube and concrete core is a critical defect in concrete-filled steel tube (CFST) columns, especially in slender members where accidental load eccentricities are likely to occur. Although ...
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    Capacity Design and Axial Resistance of Novel Flanged-Plug Bamboo–Timber Composite Members 

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 006:;page 04026060-1
    Author(s): Shi, Da; Wei, Hanlin; Aloisio, Angelo; Demartino, Cristoforo
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents an integrated experimental–analytical framework for a novel bio-based composite member composed of a Moso bamboo culm with an adhesively bonded, flanged timber plug. A capacity-based design ...
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    Probabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025183-1
    Author(s): Aloisio, Angelo; Sejkot, Petr; Iqbal, Asif; Fragiacomo, Massimo
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAngle brackets and hold-downs represent the typical metal fasteners in mass timber structures. Angle brackets are primarily designed to support shear forces and are generally placed near the panel’s end cross-section ...
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