Experimental Behavior of Composite Shear Walls Having L Shape Steel Sections in Boundary Regions
The Composite Shear Walls (CSW) with steel encased
profiles can be used as lateral-load resisting systems for buildings
that require considerable large lateral-load capacity. The aim of this
work is to propose the experimental work conducted on CSW having
L section folded plate (L shape steel made-up sections) as
longitudinal reinforcement in boundary regions. The study in this
paper present the experimental test conducted on CSW having L
section folded plate as longitudinal reinforcement in boundary
regions. The tested 1/3 geometric scaled CSW has aspect ratio of 3.2.
L-shape structural steel materials with 2L-19x57x7mm dimensions
were placed in shear wall boundary zones. The seismic behavior of
CSW test specimen was investigated by evaluating and interpreting
the hysteresis curves, envelope curves, rigidity and consumed energy
graphs of this tested element. In addition to this, the experimental
results, deformation and cracking patterns were evaluated, interpreted
and suggestions of the design recommendations were proposed.
[1] S. B. Yüksel, "Innovation for the Horizontal and Vertical
Reinforcements Of Columns And Structural Walls In Buildings," Patent
Application Wo/2014/126544. 2014, Publication Date: 21.08.2014.
[2] S. B. Yüksel, "Yapılarda Kolonlar ve Perde Duvarlar Đçin Düsey ve
Yatay Donatılarda Yenilik," Selcuk University TTO Patent Project
Market, Dedeman Hotel, Konya, 19-20 November 2014. Patent and
Project Poster Manuscript Book-1. 2014, pp. 119
[3] Q. Zhao and A. Astaneh-Asl, "Cyclic behavior of traditional and
innovative composite shear walls. J. Struct. Eng. 2004, vol.130, pp.
271−284.
[4] D. Dan, A. Fabian, V. Stoian, "Nonlinear behavior of composite shear
walls with vertical steel encased profiles," Engineering Structures, 2011,
vol.33, pp. 2794−2804.
[5] D. Dan, A. Fabian, V. Stoian, "Theoretical and experimental study on
composite steel–concrete shear walls with vertical steel encased
profiles," Journal of Constructional Steel Research, 2011, vol. 67, pp.
800−813.
[6] D. Dan, "Experimental tests on seismically damaged composite steel
concrete walls retrofitted with CFRP composites," Engineering
Structures, 2012, vol.45, pp. 338−348.
[7] F. Liao, L. Han and Z. Tao, "Performance of reinforced concrete shear
walls with steel reinforced concrete boundary columns," Engineering
Structures, 2012, vol. 44, pp. 186 - 209.
[8] J. Qian, Z. Jiang and X. Ji, "Behavior of steel tube-reinforced concrete
composite walls subjected to high axial force and cyclic loading,"
Engineering Structures, 2012, vol. 36, pp. 173−184.
[1] S. B. Yüksel, "Innovation for the Horizontal and Vertical
Reinforcements Of Columns And Structural Walls In Buildings," Patent
Application Wo/2014/126544. 2014, Publication Date: 21.08.2014.
[2] S. B. Yüksel, "Yapılarda Kolonlar ve Perde Duvarlar Đçin Düsey ve
Yatay Donatılarda Yenilik," Selcuk University TTO Patent Project
Market, Dedeman Hotel, Konya, 19-20 November 2014. Patent and
Project Poster Manuscript Book-1. 2014, pp. 119
[3] Q. Zhao and A. Astaneh-Asl, "Cyclic behavior of traditional and
innovative composite shear walls. J. Struct. Eng. 2004, vol.130, pp.
271−284.
[4] D. Dan, A. Fabian, V. Stoian, "Nonlinear behavior of composite shear
walls with vertical steel encased profiles," Engineering Structures, 2011,
vol.33, pp. 2794−2804.
[5] D. Dan, A. Fabian, V. Stoian, "Theoretical and experimental study on
composite steel–concrete shear walls with vertical steel encased
profiles," Journal of Constructional Steel Research, 2011, vol. 67, pp.
800−813.
[6] D. Dan, "Experimental tests on seismically damaged composite steel
concrete walls retrofitted with CFRP composites," Engineering
Structures, 2012, vol.45, pp. 338−348.
[7] F. Liao, L. Han and Z. Tao, "Performance of reinforced concrete shear
walls with steel reinforced concrete boundary columns," Engineering
Structures, 2012, vol. 44, pp. 186 - 209.
[8] J. Qian, Z. Jiang and X. Ji, "Behavior of steel tube-reinforced concrete
composite walls subjected to high axial force and cyclic loading,"
Engineering Structures, 2012, vol. 36, pp. 173−184.
@article{"International Journal of Architectural, Civil and Construction Sciences:70615", author = "S. Bahadır Yüksel and Alptuğ Ünal", title = "Experimental Behavior of Composite Shear Walls Having L Shape Steel Sections in Boundary Regions", abstract = "The Composite Shear Walls (CSW) with steel encased
profiles can be used as lateral-load resisting systems for buildings
that require considerable large lateral-load capacity. The aim of this
work is to propose the experimental work conducted on CSW having
L section folded plate (L shape steel made-up sections) as
longitudinal reinforcement in boundary regions. The study in this
paper present the experimental test conducted on CSW having L
section folded plate as longitudinal reinforcement in boundary
regions. The tested 1/3 geometric scaled CSW has aspect ratio of 3.2.
L-shape structural steel materials with 2L-19x57x7mm dimensions
were placed in shear wall boundary zones. The seismic behavior of
CSW test specimen was investigated by evaluating and interpreting
the hysteresis curves, envelope curves, rigidity and consumed energy
graphs of this tested element. In addition to this, the experimental
results, deformation and cracking patterns were evaluated, interpreted
and suggestions of the design recommendations were proposed.", keywords = "Shear wall, composite shear wall, boundary
reinforcement, earthquake resistant structural design, L section.", volume = "9", number = "6", pages = "747-6", }