Flexural Behavior of Cross-Connected Brick Masonry Infill Wall Panels Supported on Reinforced Concrete Beam Grids

Author:

Bayoumi El-Said Abd-Allah,Mahmoud Mahmoud Hassan,Arif Mohammed

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference16 articles.

1. VERMELTFOORT A T, MARTENS D R W. Composite action in masonry walls under vertical in-plane loading: Experimental results compared with predictions [J]. Canadian Journal of Civil Engineering, 2015, 42(7): 449–462.

2. DONG, SUI, JIANG, et al. Experimental study on seismic behavior of masonry walls strengthened by reinforced mortar cross strips [J]. Sustainability, 2019, 11(18): 4866.

3. NISHIDA T, TERAMOTO N, KOBAYASHI J, et al. Seismic response estimation of composite masonry structure by equivalent linearization method [C]// 13th World Conference on Earthquake Engineering. Vancouver: Canadian Association for Earthquake Engineering, 2004: 3067.

4. VOON K C, INGHAM J M. Experimental in-plane shear strength investigation of reinforced concrete masonry walls [J]. Journal of Structural Engineering, 2006, 132(3): 400–408.

5. MOUBARAK A, TAHER S. Effect of reinforcing patterns on the behavior of masonry walls in R.C. frames [J]. Arabian Journal for Science and Engineering, 2009, 34(1): 37–56.

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