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The light polymer material (LPM), prepared with suitable mix proportion and physical method, is a type of low-carbon and environmental-friendly material. Recently, the LPM is developed as structural material for cold-formed steel (CFS) structures to cover the shortages of traditional CFS shear wall. In this paper, material properties of gypsum-based and cement-based LPM including compressive strength, elastic modulus and thermal property were explored by tests. Experimental results demonstrate that LPM exhibits excellent thermal insulation, and the thermal insulation and compressive strength of LPM satisfy the demand of bearing capacity and thermal insulation property of shear walls. To explore the effect of LPM on seismic response and failure modes of CFS shear walls, three specimens are manufactured and tested under cyclic loading. The existence of LPM in CFS shear wall would restrain the failure of wall studs to some extent. Due to the restriction effect of LPM on wall studs and self-drilling screws and the bond-slip performance between LPM and studs, the shear walls exhibit better seismic behavior than traditional CFS shear walls. At last, a modified equivalent bracing model is employed to predict the lateral stiffness of LPM-filled CFS shear walls considering the effect of filling materials, rib lath, and sheathing. The lateral stiffness obtained by the proposed method is compared to the experimental results in this paper and other researches, and the proposed model is proved to supply a conservative result which is safe to be adopted in the design and application of the LPM-filled CFS shear wall.
Czasopismo
Rocznik
Tom
Strony
423--436
Opis fizyczny
Bibliogr. 38 poz., fot., rys., wykr.
Twórcy
autor
- School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui Province, China
autor
- School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui Province, China
- Anhui Key Laboratory of Civil Engineering Structures and Materials, Hefei 230009, Anhui Province, China
autor
- School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui Province, China
autor
- School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui Province, China
Bibliografia
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- [5] S. Wu, W.L. Wang, C.Z. Ren, X.L. Yao, Y.G. Yao, Q.S. Zhang, Z.F. Li, Calcination of calcium sulphoaluminate cement using flue gas desulfurization gypsum as whole calcium oxide source, Construction and Building Materials. 228 (2019) 116676.A.
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- [13] K.D. Peterman, M.J.J. Stehman, R.L. Madsen, S.G. Buonopane, N. Nakata, B.W. Schafer, Experimental seismic response of a full-scale cold-formed steel-framed building. II: subsystem-level response, Journal of Structural Engineering. 142 (2016) 4016127.
- [14] Hegyi Péter, Dunai László. Experimental investigations on ultra-lightweight concrete encased cold-formed steel structures Part II: stability behavior of elements subjected to compression. Thin-Walled Structures. 2016;101:100–8.
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- [28] JGJ 227-2011, Technical Specification for Low-rise Cold-formed Thin-walled Steel Building, Architecture & Industry Press of China, Beijing, 2011 (in Chinese).
- [29] AISI S213, North American Standard for Cold-formed Steel Framing-Lateral Design, American Iron and Steel Institute (AISI), Washington, DC, USA, 2007.
- [30] GB/T 15856.1-2002, Drilling Screws with Tapping Screw Thread, Standard Press of China, Beijing, 2002 (in Chinese).
- [31] GB/T 17657-2013, Test methods of evaluating the properties of wood-based panels and surface decorated wood-based panels, Architecture & Industry Press of China, Beijing, 2013 (in Chinese).
- [32] ATC-24, Guidelines for cyclic seismic testing of components of steel structures. Redwood City (CA): Applied Technology Council; 1992.
- [33] JGJ/T 101-2015, Specification for seismic test of building, General Administration of Quality Supervision, Inspection and Quarantine of PR China, Beijing, 2015 (in Chinese).
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- [35] Hwang SJ, Lee HJ. Analytical model for predicting shear strengths of exterior reinforced concrete beam-column joints for seismic resistance. Aci Structural Journal. 1996;5:846–57.
- [36] Hwang SJ, Fang WH, Lee HJ, Yu HW. Analytical model for predicting shear strength of squat walls. J Struct Eng. 2001;127(1):43–50.
- [37] Hwang SJ, Lee HJ. Strength prediction for discontinuity regions by softened strut-and-tie model. J Struct Eng. 2002;128(12):1519–26.
- [38] Ye JH, Wang XX, Jia HY, Zhao MY. Cyclic performance of coldformed steel shear walls sheathed with double-layer wallboards on both sides. Thin-Walled Structures. 2015;92:146–59.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-89e7754e-adb3-4bb0-b717-6bc6bbcbfc7f