STUDY OF UNSTIFFENED CENTRAL PANEL BETWEEN TWO OPENINGS IN STEEL PLATE SHEAR WALLS WITH STIFFENERS

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SABOURI S.; AHOURI E.; MAMAZIZI S.

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Paper Information

Journal: Ferdowsi Civil Engineering Year:2013 | Volume:24 | Issue:1 Page(s): 15-34

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Title

STUDY OF UNSTIFFENED CENTRAL PANEL BETWEEN TWO OPENINGS IN STEEL PLATE SHEAR WALLS WITH STIFFENERS

Author(s)

SABOURI S. | AHOURI E. | MAMAZIZI S. | Issue Writer Certificate

Keywords

STEEL PLATE SHEAR WALLQ2

RECTANGULAR OPENINGSQ2

UNSTIFFENED CENTRAL PANELQ2

STIFFENERQ2

Abstract

The central panel in STEEL PLATE SHEAR WALLs (SPSWs) with two openings is considered as an Ishaped beam extending the height of the opening. Based on its "height to width" ratio, the dominant behavior can be due to shear or flexure or a combination of the two. The double STIFFENERs on the vertical sides of the central panel act as columns, comparable to columns of a typical SPSW system. Care is taken to keep the sectional area of the STIFFENERs above a minimum specified value in order to ensure that shear yielding of the central panel's plate precedes flexural yielding of the STIFFENERs. The leading dimensions of central panel directly govern the behavior of the panel in shear and flexure. In this paper, central panel has been modeled as an I-shaped beam and equations have been derived for panel aspect ratio and cross sectional area of double STIFFENERs for different modes of behavior. Theoretical results are then compared with results of finite element analysis using ABAQUS Finite Element software. Based on this comparison, it can be concluded that in SPSWs with two openings, selection of a reasonable aspect ratio for central panel can cause shear dominant behavior in central panel.

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References

EXPERIMENTAL INVESTIGATION OF FORCE MODIFICATION FACTOR AND ENERGY ABSORPTION DUCTILE STEEL PLATE SHEAR WALLS WITH STIFFENERS AND WITHOUT STIFFENER

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APA: Copy

SABOURI, S., AHOURI, E., & MAMAZIZI, S.. (2013). STUDY OF UNSTIFFENED CENTRAL PANEL BETWEEN TWO OPENINGS IN STEEL PLATE SHEAR WALLS WITH STIFFENERS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 24(1), 15-34. SID. https://sid.ir/paper/195851/en

Vancouver: Copy

SABOURI S., AHOURI E., MAMAZIZI S.. STUDY OF UNSTIFFENED CENTRAL PANEL BETWEEN TWO OPENINGS IN STEEL PLATE SHEAR WALLS WITH STIFFENERS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2013;24(1):15-34. Available from: https://sid.ir/paper/195851/en

IEEE: Copy

S. SABOURI, E. AHOURI, and S. MAMAZIZI, “STUDY OF UNSTIFFENED CENTRAL PANEL BETWEEN TWO OPENINGS IN STEEL PLATE SHEAR WALLS WITH STIFFENERS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 24, no. 1, pp. 15–34, 2013, [Online]. Available: https://sid.ir/paper/195851/en

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