Compare the behavior factor of the ultimate resistance of moment frame, plain and perforated steel plate shear walls, and buckling restrained brace as yielding metal damper

• Autorzy: Ashrafi H. R. , Shahbazian K. , Bidmeshki S. , Yaghooti S. , Beiranvand P.

Identyfikatory

DOI

10.12913/22998624/61925

• Języki publikacji: EN

Abstrakty

EN

Steel moment frame systems, steel plate shear walls and also buckling restrained brace (BRB) are considered as the most widely used seismic resistant systems of the world. Firstly, in this research, in order to validate the finite element models, the tested sample of steel plate shear walls of 4 floors at the University of Alberta, Canada, and the tested sample of buckling restrained brace at the University of Berkeley California, with the software ABAQUS 6.10-1 were used. Then, the obtained results of the test and analysis have been compared. The confirmed models have been used for the analysis of two-dimensional frame of plain and perforated steel plate shear walls with a regular pattern of positing holes in the screen, buckling restrained brace and moment frame of 4 floors.

Słowa kluczowe

EN

behavior factor; ultimate resistance; steel plate shear walls; buckling restrained brace

• Wydawca: Lublin University of Technology ; Polish Society of Ecological Engineering (PTIE), Branch of PTIE in Lublin
• Czasopismo: Advances in Science and Technology. Research Journal
• Rocznik: 2016
• Tom: Vol. 10, nr 29
• Strony: 1--12
• Opis fizyczny: Bibliogr. 11 poz., fig., tab.

Twórcy

autor

Ashrafi H. R.

• Technical and Engineering Faculty, Razi University, Kermanshah, Iran
• [e-mail]

autor

Shahbazian K.

• Technical and Engineering Faculty, Razi University, Kermanshah, Iran

autor

Bidmeshki S.

• Technical and Engineering Faculty, Razi University, Kermanshah, Iran

autor

Yaghooti S.

• Technical and Engineering Faculty, Razi University, Kermanshah, Iran

autor

Beiranvand P.

• Technical and Engineering Faculty, Razi University, Kermanshah, Iran

Bibliografia

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• 10. Driver R.G., Kulak G.L., Kennedy D.J.L. and Elwi A.E. Cyclic test of four storey steel plate shear wall. Journal of Structural Engineering, ASCE, 124(2), 1998, 112–120.
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