IN-PLANE NUMERICAL MODELLING OF STERNGTHENED PERFORATED MASONRY WALLS USING FRP UNDER CYCLIC LOADING

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KABIR M.Z.; KALALI A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2013 | Volume:14 | Issue:1 Page(s): 161-179

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Information Journal Paper

Title

IN-PLANE NUMERICAL MODELLING OF STERNGTHENED PERFORATED MASONRY WALLS USING FRP UNDER CYCLIC LOADING

Author(s)

KABIR M.Z. | KALALI A. | Issue Writer Certificate

Keywords

UNREINFORCED BRICK WALLS

OPENINGS

CYCLIC BEHAVIOR

STRENGTHENING

FIBER REINFORCED POLYMERS

Abstract

A large inventory of older masonry buildings exists in earthquake-prone regions. The majority of these buildings were built before any provisions for earthquake loading were established. Several seismic retrofitting techniques for masonry structures have been developed and practiced and fiber reinforced polymer (FRP) material has been increasingly used owing to its high strength/stiffness to mass ratio and easy application. This paper presents a finite element modeling approach, developed with commercial software, for the analysis of the behaviour of unreinforced and FRP strengthened perforated brick shear walls when they are subjected to a combination of vertical compression preload and in-plane cyclic shear loading. The numerical simulations are compared with experimental data and the accuracy of the proposed finite element model is validated. Finally, effects of different STRENGTHENING configurations with FRP on the in-plane cyclic performance of brick walls with OPENINGS (e.g. door, window) having different aspect ratios and positions are examined.

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References

NUMERICAL ANALYSIS OF IN-PLANE PERFORMANCE OF UNREINFORCED MASONRY WALLS RETROFITTED WITH FIBER REINFORCED POLYMERS

Cite

APA: Copy

KABIR, M.Z., & KALALI, A.. (2013). IN-PLANE NUMERICAL MODELLING OF STERNGTHENED PERFORATED MASONRY WALLS USING FRP UNDER CYCLIC LOADING. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(1), 161-179. SID. https://sid.ir/paper/298896/en

Vancouver: Copy

KABIR M.Z., KALALI A.. IN-PLANE NUMERICAL MODELLING OF STERNGTHENED PERFORATED MASONRY WALLS USING FRP UNDER CYCLIC LOADING. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(1):161-179. Available from: https://sid.ir/paper/298896/en

IEEE: Copy

M.Z. KABIR, and A. KALALI, “IN-PLANE NUMERICAL MODELLING OF STERNGTHENED PERFORATED MASONRY WALLS USING FRP UNDER CYCLIC LOADING,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 1, pp. 161–179, 2013, [Online]. Available: https://sid.ir/paper/298896/en

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