Dr. Mohd Zulham Affandi Bin Mohd ZahidProf. Dr. Badorul Hisham Bin Abu BakarDr. Ilyani Akmar Abu Bakar2026-05-122026-05-12https://dspace.academy.edu.ly/handle/123456789/2042The current research findings provide a different perspective on the changes in the masonry wall performance under compressive loadings, thereby forming a foundation for further analysis in future. A crucial point for improvement is that more experimental research involving full-scale masonry walls should be conducted with diverse slenderness ratios, opening configurations, and many test specimens. Moreover, an analytical approach involving finite element analysis should consider a larger test matrix to verify the findings for several critical parameters, such as boundary conditions, asymmetrical openings, and opening sizes.Tujuan utama kajian ini adalah untuk mengkaji kesan kedudukan bukaan berkembar terhadap kekuatan mampatan paksi dinding batu konkrit berongga. Objektif khusus termasuk meneroka kesan nisbah ketinggian kepada ketebalan (h/t) dan nisbah panjang kepada ketebalan (l/t) terhadap kekuatan mampatan prisma batu, menyelidik kesan saiz bukaan, kedudukan, dan nisbah aspek terhadap dinding batu blok berongga, serta membangunkan formula ramalan untuk regangan dalam dinding batu konkrit berongga berskala penuh. Metodologi penyelidikan menggabungkan reka bentuk eksperimen dan pendekatan elemen terhingga menggunakan perisian ABAQUS.HOLLOW CONCRETE BLOCKS MASONRY PANELS