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Paper Information

Journal:   STRUCTURE AND STEEL   SPRING-SUMMER 2017 , Volume 14 , Number 21 ; Page(s) 51 To 67.
 
Paper: 

OPTIMAL SEISMIC DESIGN PHILOSOPHY OF STEEL PLATE SHEAR WALLS CONSIDERING PERIPHERAL FRAME CONTRIBUTION IN BEHAVIOR OF SYSTEM

 
 
Author(s):  EBADI P.*, FARAJLOOMANESH S.
 
* 
 
Abstract: 

Researchers and engineers used steel plate shear walls in recent decades. In general design of this system, the total story shear assigned completely to infill plate. then, peripheral frame designed for transferred tension field forces from steel plate in this procedure, the contribution of frames ignored in shear transfer. In this research, a design procedure based on capacity of both steel plate and peripheral frame. Then, steel plates designed according to plate-frame interaction (PFI) theory for different percentages of story shear and their seismic parameters compared using numerical tools and softwares. It is found that using conventional design of this system, design of steel walls for total story shear and ignoring peripheral frame capacity may lead to conservative design of system. While the proposed design philosophy for consideration of both steel wall and peripheral frame leads to more engineering and economical system.

 
Keyword(s): SEISMIC BEHAVIOR, SPECIAL STEEL SHEAR WALL, PLATE-FRAME INTERACTION, CAPACITY REQUIRED BY DESIGN, ENERGY ABSORPTION
 
 
References: 
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+ Click to Cite.
APA: Copy

EBADI, P., & FARAJLOOMANESH, S. (2017). OPTIMAL SEISMIC DESIGN PHILOSOPHY OF STEEL PLATE SHEAR WALLS CONSIDERING PERIPHERAL FRAME CONTRIBUTION IN BEHAVIOR OF SYSTEM. STRUCTURE AND STEEL, 14(21 ), 51-67. https://www.sid.ir/en/journal/ViewPaper.aspx?id=568433



Vancouver: Copy

EBADI P., FARAJLOOMANESH S.. OPTIMAL SEISMIC DESIGN PHILOSOPHY OF STEEL PLATE SHEAR WALLS CONSIDERING PERIPHERAL FRAME CONTRIBUTION IN BEHAVIOR OF SYSTEM. STRUCTURE AND STEEL. 2017 [cited 2021May18];14(21 ):51-67. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=568433



IEEE: Copy

EBADI, P., FARAJLOOMANESH, S., 2017. OPTIMAL SEISMIC DESIGN PHILOSOPHY OF STEEL PLATE SHEAR WALLS CONSIDERING PERIPHERAL FRAME CONTRIBUTION IN BEHAVIOR OF SYSTEM. STRUCTURE AND STEEL, [online] 14(21 ), pp.51-67. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=568433.



 
 
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