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The contribution of steel wallposts to out-of-plane behavior of non-structural masonry walls

Earthquake Engineering and Engineering Vibration 2023年第1期22卷 243-262页

作者： Fooad Karimi Ghaleh Jough Department of Civil Engineering Final International UniversityKyreniaNorth Cyprusvia Mersin 10 Turkey

For years,non-structural masonry walls have received little attention by code developers and professional ***,significant efforts have been made to shed more light on out-of-plane(OOP)behavior of non-structural masonry *** updated provisions of the Iranian seismic code,bed joint reinforcements(BJRs)and steel wallposts have been suggested for *** are horizontal reinforcements;steel wallposts are vertical truss-like elements intended to provide additional OOP restraints for a *** contribution of BJRs has previously been investigated by the *** study is devoted to investigating the contribution of steel wallposts to the OOP behavior of non-structural masonry *** pre-validated 3D finite element(FE)models,the OOP behavior of 180 non-structural masonry walls with varying configurations and details are *** OOP pressure-displacement curve,ultimate strength,the response modification factor,and the cracking pattern are among the results presented in this *** is found that steel wallposts,especially those with higher rigidity,can improve the OOP strength of the *** contribution of wallposts in the case of shorter length walls and walls with an opening are more *** also indicate that masonry walls with wallpost generally have smaller modification factors compared to similar walls without wallpost.

关键词： masonry wall wallpost wind post bed joint reinforcement non-structural masonry wall out-of-plane behavior

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