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Steel-glulam structure is a new type of composite structure,glulam have lateral support effect on steel plate, that can prevent premature buckling of steel plate and improve the stability of steel structure. In order to study the influence of column’s cross-section form on the seismic performance of steel-glulam composite beam-to-column exterior joint, the column’s cross-section form was taken as the basic variable (glulam rectangular section , H-beam section and H-beam-glulam rectangular section were used respectively). The pseudo-static tests of three composite beam-to-column joints were carried out to observe the different failure modes, and obtain the mechanical performance indexes. The experiment results demonstrated that: The energy dissipation capacity of beam-to-column exterior joint composed of glulam column was the worst, the ultimate bearing capacity and stiffness were the lowest. The ultimate bearing capacity of the exterior joints formed by the H-beam column and the H-beam-glulam composite column were both high, and their ductility coefficients were similar, while the former had better energy dissipation capacity.
Czasopismo
Rocznik
Tom
Strony
147--161
Opis fizyczny
Bibliogr. 21 poz., il., tab.
Twórcy
autor
- Central South University of Forestry and Technology, College of Civil Engineering, Changsha, Hunan, China
autor
- Shenzhen Huayang International Design Group Co., Ltd. Changsha Branch,Changsha, Hunan , China
autor
- Central South University of Forestry and Technology, College of Civil Engineering, Changsha, Hunan , China
autor
- Central South University of Forestry and Technology, College of Civil Engineering, Changsha, Hunan, China
Bibliografia
- 1. Bai RS and Jiang ZL. “On the research progress of composite structure of steel-timber”, Journal of hebei university of architecture and engineering 34(3):75-78, 2016.
- 2. Bursi OS, Ferrario F, and Pucinotti R. “Seismic-induced fire analysis of steel-concrete composite beam-to-column joints:bolted solutions”, In: International Conference on Composite Construction in Steel and Concrete 2008 Composite Construction in Steel and Concrete VI(493-505), 2008.
- 3. Chiniforush AA, Valipour H, and Akbarnezhad A. “Steel-timber composite (STC) beams: numerical simulation of long-term behaviour”, Ce/papers 1(2-3):2051-2059,2017.
- 4. Clouston P and Schreyer A. “Design and Use of timber-Concrete Composites”, Practice periodical on structural design and construction 13(4):167-73(ASCE) 1084-0680, 2008.
- 5. EN 1995-1-1 Eurocode 5: design of timber structures:part 1-1: general common rules and rules for buildings, Brussels, Belgium: CEN, 2004.
- 6. Fujita M and Iwata M. “Bending test of the composite steel-timber beam”, Applied Mechanics and Materials vol. 351-352, pp. 415-421, 2013.
- 7. GB50017-2017. Standard for design of steel structures. Leeds: China building industry press, Beijing, 2017.
- 8. Hassanieh A, Valipour HR, and Bradford MA. “Experimental and numerical study of steel-timber composite (STC) beams”, Journal of Constructional Steel Research, vol. 122, pp. 367-378, 2016.
- 9. Hassanieh A, Valipour HR, and Bradford MA. “Experimental and analytical behaviour of steel-timber composite connections”, Construction and Building Materials vol. 118, pp. 63-75, 2016.
- 10. Henrique Jorge JON and Francisco Miguel MO. “Glued Composite Timber-Concrete Beams.II: Analysis and Tests of Beam Specimens”, Journal of Structural Engineering136(10): 1246-1254, 2010.
- 11. Hiroshi Kuramoto, Bing Li,and Kimreth Meas. “Experimental and Analytical Performance Evaluationof Engineering Wood Encased Concrete-Steelbeam-to-column Joints” Journal of Structural Engineering137(8): 822-833, 2011.
- 12. Jerzy J and Tomasz PN. “Solid timber beams strengthened with steel plates experimental studies”, Construction and Building Materials (63):81-88, 2014.
- 13. JGJ/T101-2015, Specification for Seismic Test of Buildings. Leeds: China building industry press, Beijing, 2015.
- 14. Jiang LZ, Qi JJ, and Zhou BW. “Lateral and Local Stability of Steel-Concrete Composite Beam”, Advanced Materials Research Vol. 168-170, pp.721-729, 2010.
- 15. Mohamed AS, Konstantinos DT, and Satoshi Y. “Comprehensive FE Study of the Hysteretic Behavior of Steel-Concrete Composite and Noncomposite RWS Beam-to-Column Connections”, Journal of Structural Engineering144(9):04018150(1-13), 2018.
- 16. Nouri F, Bradford M, and Valipour H. “Steel-Timber Composite Beam-to-Column Connections with Shear Tab”, Journal of structural engineering 145(3):04018268:1-14, 2019.
- 17. Tohid GG, Hui J, and Damien H. “Composite Timber Beams Strengthened by Steel and CFRP”, Journal of Composite Construction 21(1):04016059(1-11), 2017.
- 18. Wang JR, Duan SW, and He JW. “Experimental Analysis of Eccentric Compression Performance of Larch timber-Steel Composite Columns”, Advances in Civil Engineering Vol. 2019 Article ID3102416, pp. 1-17, 2019.
- 19. Wang XD and Chen ZH, “Research status and development prospect of steel-timber composite structure”, In: Proceedings of the 2011 annual conference on steel structure Tianjin, China, October 2011, pp.654-657, 2019.
- 20. Yin YZ , Zhang Y. “Research On The Seismic Behavior Of Concrete-Filled Steel Tubular Column And Steel Beam Joint”, Applied Mechanics and Materials ISSN: 1662-7482, vol. 204-208, pp. 2528-2532, 2012.
- 21. Zhang YZ, Raftery GM, and Quenneville P. “Experimental and Analytical Investigations of a Timber-Concrete Composite Beam Using a Hard timber Interface Layer”, Journal of Structural Engineering 145(7):04019052(1-15), 2019.
Uwagi
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-5e871403-e0a7-448b-8342-9ff83a2f9c63
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