Effect of Bracings on The Torsional Response of Steel Structure

dc.contributor.authorGOWTHAM, C N
dc.contributor.authorKISHORE, HOSAMANE
dc.contributor.authorKUMMARI, VISHWATEJA
dc.contributor.authorMALLIKARJUN
dc.date.accessioned2020-09-21T07:44:21Z
dc.date.available2020-09-21T07:44:21Z
dc.date.issued2020-09-21T07:44:21Z
dc.description.abstractThe effect of bracings on torsional response steel structure is studied in this work, in this work we are developed a model using a E-tabs software, The most common type of bracing are used those are x bracing, diagonal bracing, v bracing, and diamond bracing . The bracings are highly efficient and economical method of resisting of lateral force and it is response to decrease the lateral displacement of the building, the bracing system is important in earthquake resisting buildings it helps to keep a structure standing. A Bracing is a system that is provided to minimize the lateral deflection of structure. The members of a braced frame are subjected to tension and compression, so that they are provided to take these forces similar to a truss. The present study assesses the seismic response of steel structure with different angle of bracing system, in seismic design of steel structures, steel bracing is regularly adopted to resist the lateral forces. The optimum positions of the braces are generally determined by trial and error In this project work, we have studied about the comparison of different bracings. We considered four bracings like bare, diagonal, V and diamond bracings. By this bracings we will compared with each other. And also we have get the results by taking the three earthquakes. By the getting the results we will draw the graph for each bracings. Then by using the graph we will see the comparison with each other. Finally in which having the least value that kind of bracing is suitable for the structure.en_US
dc.identifier.urihttp://hdl.handle.net/123456789/12798
dc.language.isoenen_US
dc.subjectGOWTHAM C Nen_US
dc.subjectKISHORE HOSAMANEen_US
dc.subjectKUMMARI VISHWATEJAen_US
dc.subjectMALLIKARJUNen_US
dc.subject1NH16CV040en_US
dc.subject1NH16CV050en_US
dc.subject1NH16CV052en_US
dc.subject1NH16CV061en_US
dc.titleEffect of Bracings on The Torsional Response of Steel Structureen_US
dc.typeOtheren_US
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