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JOURNALS || EIJO Journal of Civil Engineering, Architecture, Interior Design and Innovative Research (EIJO–CEAIDIR) [ISSN: 2456 - 1819]
Parametric Study of a Multi-Storey Building's with Different Hollow Cross Section in Beam for Seismic Response Spectrum Analysis Using SAP 2000

Author Names : 1Gaurav Kumar Sharma, 2Mayank Mehandiratta  Volume 5 Issue 6
Article Overview

Building design must be such as to ensure that the building has adequate strength, high ductility, and will remain as one unit, even while subjected to very large deformation. Earthquakes are natural hazards under which disasters are mainly caused by damage to or collapse of buildings and other man-made structures. Experience has shown that for new constructions, establishing earthquake resistant regulations and their implementation is the critical safe guard against earthquake-induced damage. With our development in modern society and continuous technological advancement, we have achieved sustained performance in structural infrastructure, from residential buildings to industrial buildings to thermal power stations, bridges and dams. Three Multi-storey building models are selected which contain different number of storey as each and every model contains 25 columns and 40 beams in each floor. Use M-30 concrete and Fe-250 grade steel. In proposed work different shapes of beam with equal perimeter. We use Csi software SAP2000. Five hollow cross-sections (Chamfer, Circular, Hexagonal, Rectangular and Square) beams are considered with constant span length and unchanged perimeter. The example of hollow beam is modeled and analyzed in SAP 2000 and the responses are found to be fairly matching. For the purpose of the parametric study, the five hollow cross-sections are modeled in SAP2000. The span length, cross-section and material propertyre main unchanged. The best cross section and find minimum deflection and bending moment we choose a 10, 15, and 20-storey buildings of 20-meter-wide and height of each column is 3m.

Keyword: Longitudinal Bending Stress; Shear Lag; Transverse Bending Stress; SAP 2000.

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