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  Sulaiman Al-Safi, Ibrahim A. Alameri, Saad Abdo Noaman Ezzedine, Muaadh Qaid Alwalidi
  Challenge Journal of Structural Mechanics (2022) 8(4) 141-149
  Improving the performance of structural frames is one of the most important focuses of today's researchers. The total base shear capacity of the structural frames will increase by reaching the maximum number of plastic hinges. In this work, the effects of brac...
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  Tevfik Oğuzhan Ergüder, Caner Bulut
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• Nonlinear in-plane response of 3D-printed concrete walls with varied infill patterns: Experimental mix design and numerical structural assessment
  İsmail Hakkı Tarhan, Yeşim Tarhan
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• Boundary plate influence on tie bars axial force demands in composite plate shear walls‒concrete filled
  Erkan Polat
  Challenge Journal of Structural Mechanics (2022) 8(4) 166-172
  In composite plate shear walls–concrete filled (C-PSW/CF), there is an indeterminate flow of force between concrete, steel plate and tie bars. Finite element methods (FEM) are frequently used to verify this force flow. The theoretical models available in the l...