Seismic Analysis & Design of Multistorey Steel Building
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2014, Vol 2, Issue 11
Abstract
Steel is one of the most widely used material for building construction in the world .The inherent strength, toughness and high ductility of steel are characteristics that are ideal for seismic design. To utilize these advantages for seismic applications, the design engineer has to be familiar with the relevant steel design provisions and their intent given in codes. The paper work describes the seismic analysis and design of industrial shed subjected to dead load, live load, wind load and earthquake load. For paper work the equivalent static analysis is carried out for multistorey steel building with pitched roof is done .The industrial structures shall be mainly designed and constructed to resist the wind effects in accordance with the requirements and provisions of IS:875 (Part 3):1987. This standard describes the procedure for wind resistant of such structures .The seismic analysis & design of multistorey steel building is carried out using Software Computer Aided Design i.e., ( STAAD PRO ) .The main parameters consider for comparing wind performance of buildings are bending moment ,shear force ,deflection and axial force. This paper work is focused on industrial shed truss and supporting columns. The seismic design of building frame presented in this project is based on IS:1893:2002, IS:1893:2005 and IS:800:2007 .The building consists of two storey. The selection of arbitrary sections has been done following a standard procedure. In the process of design the section has undergone numerous iterations till all the criteria mentioned in the IS 800 have been satisfied. The designed frame was again analyzed and results were compared in terms of sections used. Relevant calculations have been shown and the figures have been drawn. The software used for analysis and design is STAAD PRO .Both during design and analysis sufficient manual calculations have been made.
Authors and Affiliations
Miss. Kavita K. Ghogare
Keywords
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