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    Blast Performance Evaluation of Steel Moment-Resisting Frame Equipped with Smart Bolted Connection 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021050-1
    Author(s): Sardasht S. Weli; László Gergely Vigh
    Publisher: ASCE
    Abstract: This paper deterministically evaluates the blast performance of steel moment-resisting frame (MRF) smart structures equipped with nickel titanium shape-memory alloy (NiTi SMA) bolted connections. The recentering capacity ...
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    Blast Performance of Steel Frames Equipped with NiTi SMA Bolts: Design Procedure and Numerical Evaluation 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022029
    Author(s): Sardasht S. Weli; László Gergely Vigh
    Publisher: ASCE
    Abstract: This study evaluated the performance of smart steel moment-resisting frame structures (MRFs) equipped with nickle titanium shape-memory alloy (NiTi SMA) connection systems subjected to blast overpressure. A total of five ...
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    Seismic Performance of Conventional Girder Bridges in Moderate Seismic Regions 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Ádám; Zsarnóczay; László Gergely; Vigh; László Péter; Kollár
    Publisher: American Society of Civil Engineers
    Abstract: The majority of continuous girder bridges in regions of moderate seismicity were designed before the introduction of modern seismic codes that prescribe seismic design verification for such structures. The objective of ...
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