Finite Element Analysis of Steel Shear Wall Reinforced With CFRP Composite

Kamran Farah Bakhsh¹

Abstract :
The Steel shear wall system used to build and rebuild very important buildings in advanced and earthquake countries such as the United States and Japan, is a very new system that has been quickly spotted in the world in the last three decades. The basis of the idea of a steel shear wall is the use of a diagonal stretch field, which is formed after the buckling of a steel plate. In fact, the steel shear wall is a new system resistant to lateral loads, which is better than other side-impact resistant systems. In this system, the lateral forces are shifted horizontally to the plate, beams, and columns of this type of wall with the floor apertures. In this research, the role and effect of the opening on the reinforced shear reinforced wall of composite layers due to the application of seismic loads with a specific time period on the structure has been investigated. In order to analyze and investigate the effect of openings on the steel reinforced steel reinforced steel wall in a steel structure, all seismic dynamic loads imposed on the structure and the actual boundary conditions of the definition, different shapes of popups with different layouts (5% circular and square in the middle) The shear wall is modeled and reinforced by composite layers. Then a regular grid of elements will be created to crawl and analyze the structure based on finite element method. After simulation of the output contours such as stresses, strains and displacements in the steel shear wall structure, it will be evaluated and analyzed.

Keywords : steel shear wall cfrp composite layers finite element seismic load abaqus software

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زبان مقاله : انگلیسی
محور مقاله : مهندسی عمران
محل انتشار : دهمین کنفرانس بین المللی مکانیک، ساخت، صنایع و مهندسی عمران
آدرس وب سایت کنفرانس : mmiconf.com
کد IOI مقاله : XCBK-EEEAF
لینک مستقیم مقاله : https://isnac.ir/XCBK-EEEAF
نمایش چکیده فارسی : https://isnac.ir/SA/XCBK-EEEAF

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