FAILURE ANALYSIS OF MASONRY SHEAR WALLS USING DISCONTINUOUS DEFORMATION ANALYSIS

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NADERI R.

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:2001 | Volume:2 | Issue:1 Page(s): 85-95

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Information Journal Paper

Title

FAILURE ANALYSIS OF MASONRY SHEAR WALLS USING DISCONTINUOUS DEFORMATION ANALYSIS

Author(s)

NADERI R. | Issue Writer Certificate

Keywords

DDA

MASONRY SHEAR WALL

FRACTURE

DISCONTINUOUS DEFORMATION

DYNAMIC ANALYSIS

Abstract

This paper presents a method for failure analysis and studying post failure behavior of MASONRY SHEAR WALL. Masonry structures are blocky systems that have great importance in civil engineering. Masonry structures such as stone and brick walls, arches and vaults in tunnel supports and bridges, constitute a great percent of existing structures especially some with historical value all over the world. It is very important that a method can analytically model masonry structures and their behavior under vertical and horizontal loads in order to determine their short and long-term stability. Masonry structures generally consist of intact units (masonry blocks, stone, brick, clay units) separated by discontinuities (mortar joints). Laboratory and field observations have showed that these discontinuities have a strong and non-linear effect and dominate the deformation and strength behavior of masonry structures. The occurrence and propagation of the brittle cracking and sliding also have a great effect in behavior of masonry structures. This modified DDA method can capture the behavior and can handle the problem adequately. For considering the effect of cracking and fracturing in blocks some modifications to the original method have been developed and implemented in the original DDA code. Finally with some simple examples capability of this new method has been demonstrated.

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APA: Copy

NADERI, R.. (2001). FAILURE ANALYSIS OF MASONRY SHEAR WALLS USING DISCONTINUOUS DEFORMATION ANALYSIS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 2(1), 85-95. SID. https://sid.ir/paper/298566/en

Vancouver: Copy

NADERI R.. FAILURE ANALYSIS OF MASONRY SHEAR WALLS USING DISCONTINUOUS DEFORMATION ANALYSIS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2001;2(1):85-95. Available from: https://sid.ir/paper/298566/en

IEEE: Copy

R. NADERI, “FAILURE ANALYSIS OF MASONRY SHEAR WALLS USING DISCONTINUOUS DEFORMATION ANALYSIS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 2, no. 1, pp. 85–95, 2001, [Online]. Available: https://sid.ir/paper/298566/en

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