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    Experimental Response of Damage-Free Self-Centering Links for Seismic Resilient Eccentrically Braced Frames

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    JSENDH.STENG-14660.pdf (3.700Mb)
    Date
    2025
    Author
    Lettieri, Annarosa
    Freddi, Fabio
    Latour, Massimo
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    Abstract
    AbstractIn the last few decades, numerous damage-free self-centering solutions have been proposed to achieve seismic resilience of steel structures. While most research studies have focused on moment resisting frames and concentrically braced frames, ...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4313369
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