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Information Journal Paper

Title

EFFECT OF CONFINEMENT OF FLANGED WALL–SLAB JOINT UNDER LATERAL CYCLIC LOAD

Pages

  617-630

Abstract

 An analytical study has been made of the interaction between laterally loaded flanged shear wall and floor slabs in building with cross- shear wall. Particular attention has been paid to study the influence of Height of Shear Wall (H) and EFFECTIVE WIDTH of the slab (We) on the performance of WALL-SLAB JOINT in a multi-storey building with shear wall. To carry out the analytical investigations, the structure was modelled in a Finite Element software ANSYS (Version 10 [1]). The specimens were sorted into two groups (Type 1 and Type 2) based on the ratio of height of shear wall and the EFFECTIVE WIDTH of the slab (H/We). The joints are detailed as per the provisions given for beam – column joint in IS 13920 [2]. The models were subjected to displacement-controlled lateral CYCLIC LOADing applied at the slab end. The performance of the connections in terms of the Von Mises stress, load-displacement hysteretic behaviour, ultimate load and energy dissipation were compared. Type 2 model performed better when compared to Type 1 model in terms of strength and energy dissipation.

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    Cite

    APA: Copy

    GREESHMA, S., SHEEJA, L. ANNILET, & JAYA, K.P.. (2013). EFFECT OF CONFINEMENT OF FLANGED WALL–SLAB JOINT UNDER LATERAL CYCLIC LOAD. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(4), 617-630. SID. https://sid.ir/paper/299059/en

    Vancouver: Copy

    GREESHMA S., SHEEJA L. ANNILET, JAYA K.P.. EFFECT OF CONFINEMENT OF FLANGED WALL–SLAB JOINT UNDER LATERAL CYCLIC LOAD. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(4):617-630. Available from: https://sid.ir/paper/299059/en

    IEEE: Copy

    S. GREESHMA, L. ANNILET SHEEJA, and K.P. JAYA, “EFFECT OF CONFINEMENT OF FLANGED WALL–SLAB JOINT UNDER LATERAL CYCLIC LOAD,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 4, pp. 617–630, 2013, [Online]. Available: https://sid.ir/paper/299059/en

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