Experimental Evaluation of Reinforced Concrete Frames with Unreinforced Masonry Infills under Monotonic and Cyclic Loadings


Despite numerous studies on seismic performance of masonry infilled reinforced concrete frames have been conducted, experimental study on effect of type of lateral load on masonry infilled reinforced concrete frames is sparse. This paper investigates the seismic performance of masonry infilled reinforced concrete frames with different aspect ratios subjected to monotonic and cyclic loadings. Six half-scale, single-storey, single-bay frame specimens designed according to code provisions commonly adopted in Malaysia were tested. Behaviours of frames were assessed based on observed failure modes, strength, stiffness, ductility and energy dissipation capacity. Experimental result reveals that typical infilled frame in Malaysia has high tendency to fail under shear on columns. Type of loading does not affect strength of both bare frames and infilled frames. However, the drift to reach peak strength drops about 40–52% for infilled frames subjected to cyclic loading as compared to monotonic loading. Initial stiffness of infilled frames is found elevated with slower stiffness degradation under the influence of cyclic loading. Ductility of infilled frames subjected to cyclic loading is 48% higher than those subjected to monotonic loading, regardless of aspect ratio. A total of 84% increase in energy dissipation is observed with 60% of increment in bay length.

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The authors wish to express gratitude to Universiti Sains Malaysia for the financial support under Research University Grant (Grant no. 1001. PAWAM. 8014107) to this study.


This research is funded by Universiti Sains Malaysia under Research University Grant (Grant no. 1001. PAWAM. 8014107).

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Both authors have co-authored the manuscript entitled “Experimental evaluation of reinforced concrete frames with unreinforced masonry infills under monotonic and cyclic loadings”. Each authors of the aforementioned manuscript have made substantial contributions to conception and design, or acquisition of data, or analysis and interpretation of data, as well as drafting the manuscript or revising it critically for important intellectual content.

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Correspondence to Tze Liang Lau.

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Van, T.C., Lau, T.L. Experimental Evaluation of Reinforced Concrete Frames with Unreinforced Masonry Infills under Monotonic and Cyclic Loadings. Int J Civ Eng (2020). https://doi.org/10.1007/s40999-020-00576-7

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  • Infilled frame
  • Reinforced concrete
  • Seismic response
  • Unreinforced masonry
  • Monotonic loading
  • Cyclic loading