MITIGATING SHEAR LAG IN TALL BUILDINGS

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GAUR HIMANSHU; GOLIYA RAVINDRA K.

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Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2015 | Volume:7 | Issue:3 Page(s): 269-279

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Information Journal Paper

Title

MITIGATING SHEAR LAG IN TALL BUILDINGS

Author(s)

GAUR HIMANSHU | GOLIYA RAVINDRA K. | Issue Writer Certificate

Keywords

TALL BUILDINGS

SHEAR LAG EFFECT

EARTHQUAKE LOAD

WIND LOAD

Abstract

As the height of building increases, effect of shear lag also becomes considerable in the design of high-rise buildings. In this paper, SHEAR LAG EFFECT in TALL BUILDINGS of heights, i.e., 120, 96, 72, 48 and 36 stories of which aspect ratio ranges from 3 to 10 is studied. Tube-in-tube structural system with façade bracing is used for designing the building of height 120 story. It is found that bracing system considerably reduces the SHEAR LAG EFFECT and hence increases the building stiffness to withstand lateral loads. Different geometric patterns of bracing system are considered. The best effective geometric configuration of bracing system is concluded in this study. Lateral force, as WIND LOAD is applied on the buildings as it is the most dominating lateral force for such heights. WIND LOAD is set as per Indian standard code of practice IS 875 Part-3. For analysis purpose SAP 2000 software program is used.

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APA: Copy

GAUR, HIMANSHU, & GOLIYA, RAVINDRA K.. (2015). MITIGATING SHEAR LAG IN TALL BUILDINGS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 7(3), 269-279. SID. https://sid.ir/paper/319807/en

Vancouver: Copy

GAUR HIMANSHU, GOLIYA RAVINDRA K.. MITIGATING SHEAR LAG IN TALL BUILDINGS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2015;7(3):269-279. Available from: https://sid.ir/paper/319807/en

IEEE: Copy

HIMANSHU GAUR, and RAVINDRA K. GOLIYA, “MITIGATING SHEAR LAG IN TALL BUILDINGS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 7, no. 3, pp. 269–279, 2015, [Online]. Available: https://sid.ir/paper/319807/en

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