ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON FAILURE OF MASONRIES UNDER SHEAR LOADING

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ABD ELAHI ALI BEYK JAMAL

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Journal Paper

Paper Information

Journal: AMIRKABIR Year:2003 | Volume:14 | Issue:55-E Page(s): 962-970

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Information Journal Paper

Title

ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON FAILURE OF MASONRIES UNDER SHEAR LOADING

Author(s)

ABD ELAHI ALI BEYK JAMAL | Issue Writer Certificate

Keywords

MASONRY WALLQ4

SHEAR CONNECTION FAILUREQ4

DIAGONAL TENSIONQ4

SHEAR STRENGTHQ2

JOINTQ4

SHEAR KEYQ4

SHEAR STRESSQ4

REINFORCINGQ4

LATERAL LOADINGQ4

Abstract

Ultimate SHEAR STRENGTH in earthquake resistant masonry walls has especial importance. Horizontal loading in masonry walls (parallel to the JOINTs) causes horizontal shear failure between mortar and brick or DIAGONAL TENSION failure. In masonry shear connection naturally is independent of mortar strength but perforated bricks because of mechanical SHEAR KEYs with mortar cause increase in SHEAR STRENGTH (at least in case of low vertical pressure on masonry). Masonry strength against horizontal shear failure would increase directly with vertical loading on brick and mortar. So in the case of high vertical pressure failure is due to DIAGONAL TENSION and above the key effects they are not very significant.

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APA: Copy

ABD ELAHI ALI BEYK, JAMAL. (2003). ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON FAILURE OF MASONRIES UNDER SHEAR LOADING. AMIRKABIR, 14(55-E), 962-970. SID. https://sid.ir/paper/715/en

Vancouver: Copy

ABD ELAHI ALI BEYK JAMAL. ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON FAILURE OF MASONRIES UNDER SHEAR LOADING. AMIRKABIR[Internet]. 2003;14(55-E):962-970. Available from: https://sid.ir/paper/715/en

IEEE: Copy

JAMAL ABD ELAHI ALI BEYK, “ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON FAILURE OF MASONRIES UNDER SHEAR LOADING,” AMIRKABIR, vol. 14, no. 55-E, pp. 962–970, 2003, [Online]. Available: https://sid.ir/paper/715/en

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