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      KCI등재 SCIE SCOPUS

      Hysteretic characteristics of steel plate shear walls: Effects of openings

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      https://www.riss.kr/link?id=A107235433

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      다국어 초록 (Multilingual Abstract)

      Openings in steel plate shear walls (SPSWs) are usually used for decorative designs, crossing locations of multiple utilities and/or structural objectives. However, earlier studies showed that generating an opening in an SPSW has a negative effect on ...

      Openings in steel plate shear walls (SPSWs) are usually used for decorative designs, crossing locations of multiple utilities and/or structural objectives. However, earlier studies showed that generating an opening in an SPSW has a negative effect on the cyclic performance of the SPSW. Therefore, this study proposes tripling or doubling the steel-sheet-plate (SSP) layer and stiffening the opening of the SPSW to provide a solution to undesirable opening effects, improve the SPSW performance and provide the infill option of potential strengthening measures after the construction stage. The study aims to investigate the impact of SSP doubling with a stiffened opening on the cyclic behaviour, expand the essential data required by structural designers and quantify the SPSW performance factors. Validated numerical models were adopted to identify the influence of the chosen parameters on the cyclic capacity, energy dissipation, ductility, seismic performance factors (SPF) and stiffness of the suggested method. A finite Element (FE) analysis was performed via Abaqus/CAE software on half-scale single-story models of SPSWs exposed to cyclic loading. The key parameters included the number of SSP layers, the opening size ratios corresponding to the net width of the SSP, and the opening shape. The findings showed that the proposed assembly method found a negligible influence in the shear capacity with opening sizes of 10, 15, 20%. However, a deterioration in the wall strength was observed for openings with sizes of 25% and 30%. The circular opening is preferable compared with the square opening. Moreover, for all the models, the average value of the obtained ductility did not show substantial changes and the ultimate shear resistance was achieved after reaching a drift ratio of 4.36%. Additionally, the equivalent sectional area of the SSP in the twin and triple configuration of the SPSWs demonstrated approximately similar results. Compared with the single SSP layer, the proposed configuration of the twin SSP layer with a stiffened opening suggest to more sufficiency create SSP openings in the SPSW compared to that of other configurations. Finally, a tabular SPF quantification is exhibited for SPSWs with openings.

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      참고문헌 (Reference)

      1 Shekastehband, B., "Strength, stiffness, ductility, and dissipated energy reduction of semisupported steel shear walls(SSSW)due to a circular opening" 28 (28): 1-17, 2019

      2 Rostami, P., "Steel plate shear walls having door openings with different arrangements of stiffeners" 22 (22): 2222-2235, 2019

      3 Vian, D., "Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations" 135 (135): 221-228, 2009

      4 Afshari, M. J., "Shear strength degradation of steel plate shear walls with optional located opening" 18 (18): 1547-1561, 2018

      5 Anjan K. Bhowmick, "Seismic response estimation of steel plate shear walls using nonlinear static methods" 국제구조공학회 20 (20): 777-799, 2016

      6 Roberts, T. M., "Seismic resistance of steel plate shear walls" 17 (17): 344-351, 1995

      7 Wang, D., "Seismic performance assessment of new dry-assembled prefabricated composite shear wall system with beam-only connection" 29 (29): 1-17, 2020

      8 Han, Q., "Seismic behavior of buckling-restrained steel plate shear wall with assembled multi-RC panels" 157 : 397-413, 2019

      9 Berman, J., "Plastic analysis and design of steel plate shear walls" 129 : 1448-1456, 2003

      10 "P-1050-1, F, NEHRP Recommended Seismic Provisions For New Buildings And Other Structures, Volume I: Part 1Provisions, Part 2 Commentary"

      1 Shekastehband, B., "Strength, stiffness, ductility, and dissipated energy reduction of semisupported steel shear walls(SSSW)due to a circular opening" 28 (28): 1-17, 2019

      2 Rostami, P., "Steel plate shear walls having door openings with different arrangements of stiffeners" 22 (22): 2222-2235, 2019

      3 Vian, D., "Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations" 135 (135): 221-228, 2009

      4 Afshari, M. J., "Shear strength degradation of steel plate shear walls with optional located opening" 18 (18): 1547-1561, 2018

      5 Anjan K. Bhowmick, "Seismic response estimation of steel plate shear walls using nonlinear static methods" 국제구조공학회 20 (20): 777-799, 2016

      6 Roberts, T. M., "Seismic resistance of steel plate shear walls" 17 (17): 344-351, 1995

      7 Wang, D., "Seismic performance assessment of new dry-assembled prefabricated composite shear wall system with beam-only connection" 29 (29): 1-17, 2020

      8 Han, Q., "Seismic behavior of buckling-restrained steel plate shear wall with assembled multi-RC panels" 157 : 397-413, 2019

      9 Berman, J., "Plastic analysis and design of steel plate shear walls" 129 : 1448-1456, 2003

      10 "P-1050-1, F, NEHRP Recommended Seismic Provisions For New Buildings And Other Structures, Volume I: Part 1Provisions, Part 2 Commentary"

      11 Mustafa M. Ali, "Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings" 국제구조공학회 26 (26): 361-373, 2018

      12 Topkaya, C., "Natural periods of steel plate shear wall systems" 65 (65): 542-551, 2009

      13 Hosseinzadeh, S. A. A., "Introduction of stiffened large rectangular openings in steel plate shear walls" 77 : 180-192, 2012

      14 Al, A. W., "Flexural performance of square concrete-fi lled steel tube beams stiffened with V-shaped grooves" 166 : 105930-105930, 2020

      15 Ahmed W. Al-Zand, "Flexural performance of cold-formed square CFST beams strengthened with internal stiffeners" 국제구조공학회 34 (34): 123-139, 2020

      16 Al Zand, A. W., "Finite element analysis of square CFST beam strengthened by CFRP composite material" 96 : 348-358, 2015

      17 Lu, J., "Experimental study on the hysteretic behavior of steel plate shear wall with unequal length slits" 147 : 477-487, 2018

      18 Alavi, E., "Experimental study on diagonally stiffened steel plate shear walls with central perforation" 89 : 9-20, 2013

      19 Sabouri-Ghomi, S., "Experimental investigation on stiffened steel plate shear walls with two rectangular openings" 86 : 56-66, 2015

      20 Cüneyt vatansever, "Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections" 국제구조공학회 11 (11): 251-271, 2011

      21 Sabouri-Ghomi, S., "Experimental and theoretical studies of steel shear walls with and without stiffeners" 75 : 152-159, 2012

      22 JinYu Lu, "Experimental Study on Low Cyclic Loading Tests of Steel Plate Shear Walls with Multilayer Slits" 한국강구조학회 18 (18): 1210-1218, 2018

      23 Uang, C. -M., "Establishing R(Or Rw)and Cd Factors or Building Seismic Provisions" 117 (117): 19-28, 1991

      24 Ali Massumi, "Effects of openings geometry and relative area on seismic performance of steel shear walls" 국제구조공학회 28 (28): 617-628, 2018

      25 Ahmad Rahmzadeh, "Effect of stiffeners on steel plate shear wall systems" 국제구조공학회 20 (20): 545-569, 2016

      26 Hilo, S. J., "Effect of Rectangular Cold-Formed Steel on the Behavior of Double-Skinned Profiled Steel Sheet In-filled With Concrete under Axial Load" 1 (1): 192-197, 2015

      27 Newmark, N., "Eartquake Spectra and Design" Earthquake Engineering Research Institute 1982

      28 Elmalich, D., "Dynamic analysis of walls strengthened with composite materials" 94 (94): 2157-2173, 2012

      29 Qu, B., "Design of steel plate shear walls considering boundary frame moment resisting action" 135 : 1511-1521, 2009

      30 Haddad, O., "Cyclic performance of stiffened steel plate shear walls with various configurations of stiffeners" 20 (20): 459-476, 2018

      31 O. Haddad, "Characterizing the Cyclic Behavior of Stiffened SPSWs" 대한토목학회 23 (23): 1691-1706, 2019

      32 Farzampour, A., "Behavior prediction of corrugated steel plate shear walls with openings" 114 : 258-268, 2015

      33 Hilo, S. J., "Axial load behavior of a composite wall strengthened with an embedded octagon cold-formed steel" 43 : 7-441, 2015

      34 Cüneyt vatansever, "Analytical investigation of thin steel plate shear walls with screwed infill plate" 국제구조공학회 19 (19): 1145-1165, 2015

      35 Chai, M. H., "Analysis of damper effect on cable-stayed bridge using finite element simulation" 27 : 29-34, 2015

      36 Sabouri-Ghomi, S., "An investigation into linear and nonlinear behavior of stiffened steel plate shear panels with two openings" 18 (18): 687-700, 2015

      37 Dassault Systems, Simulia Corporation, "Abaqus (Getting Started with Abaqus)"

      38 "ASCE/SEI, Minimum Design Loads and associated criteria for buildings and other structures"

      39 American Institute of Steel Construction, "ANSI/AISC 360-16; Specification for Structural Steel Buildings"

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