Abstract
A detailed comparative study was carried out to investigate the impact of unsymmetric openings on the torsional resistance of confined masonry rooms constructed in highly seismic-prone regions. To investigate in detail, an experimental and numerical investigation was carried out. Confined masonry wall panels with and without openings were experimentally tested to study the reduction in stiffness/lateral load-carrying capacity of walls due to the provision of openings. Further, a three-dimensional masonry room was tested experimentally to determine the torsion induced due to openings in confined masonry rooms. It was observed that on the provision of unsymmetric openings in confined masonry rooms, torsion was observed causing a reduction in the load-carrying capacity. The same was also confirmed using numerical simulation where it was revealed that on the provision of unsymmetric openings, 10% reduction in lateral load carrying capacity was observed in the confined masonry rooms as compared to the room with symmetric openings. Similarly, a lesser difference (0.1 mm) in the displacements between two corners of the wall opposite to the applied load was observed in the case of the confined masonry room having symmetrical openings on opposite sides. Therefore, it might be concluded that in highly seismic-prone regions, the provision of symmetric openings or utilizing other means of manipulating in-plane wall stiffness should be considered to reduce the impact of torsion.
Authors contributions
Conceptualization was done by Dr. Asad Ullah Qazi and Engr. Ubaid Ahmad Mughal. Data curation was carried out by Engr. Ubaid Ahmad Mughal and Engr. Muhammad Mubashir Ajmal; Formal analysis, Engr. Ubaid Ahmad Mughal and Muhammad Danish; Investigation, Engr. Ubaid Ahmad Mughal, Dr. Ali Ahmad and Dr. Asad Ullah Qazi; Methodology, Engr. Ubaid Ahmad Mughal, Dr. Ali Ahmad, Dr. Asad Ullah Qazi; Software, Engr. Muhammad Danish, Engr. Ubaid Ahmad Mughal and Engr. Muhammad Mubashir Ajmal; Supervision, Dr. Asad Ullah Qazi and Dr. Ali Ahmad; Validation, Engr. Ubaid Ahmad Mughal and Dr. Asad Ullah Qazi; Writing—original draft, Engr. Ubaid AhmaD Mughal and Dr. Ali Ahmad.
Code availability
The software code has been obtained from ANSYS v15.0 Help and Analysis reference manual.
Data availability statement
The authors confirm that the data supporting the findings of this study are available within the article [and/or] its supplementary materials. Derived data (if any) supporting the findings of this study are available from the corresponding author [initials] on request. As detailed in the manuscript.
Disclosure statement
No potential conflict of interest was reported by the authors.