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논문 기본 정보

자료유형
학술저널
저자정보
Kutuk, M. Akif (Department of Mechaniscal Engineering, University of Gaziantep) Gov, Ibrahim (Department of Mechaniscal Engineering, University of Gaziantep)
저널정보
테크노프레스 Wind & structures Wind & structures 제18권 제5호
발행연도
2014.1
수록면
497 - 510 (14page)

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초록· 키워드

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Seismic and wind load performances of buildings are commonly improved by using bracing systems. In practice, standard bracing systems, such as X, Y, V, and K types are used. To determine the appropriate bracing type, the designer uses trial & error method among the standard bracings to obtain better results. However, using topology optimization yields more efficient bracing systems or new bracing can be developed depending on building and loading types. Determination of optimum bracing type for minimum deformation on a building under the effect of wind load is given in this study. A new bracing system is developed by using topology optimization. Element removal method is used to determine and remove the comparatively inefficient materials. Optimized bracing is compared with proposed bracing types available in the related literature. Maximum deformation value of building is used as performance indicator to compare effectiveness of different bracings to resist wind loads. The proposed bracing, yielded 99%, deformation reduction compared to the unbraced building.

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