Browse > Article
http://dx.doi.org/10.1007/s13296-018-0068-0

Seismic Behavior Investigation on Blind Bolted CFST Frames with Precast SCWPs  

Wang, Jingfeng (School of Civil Engineering, Hefei University of Technology)
Shen, Qihan (School of Civil Engineering, Hefei University of Technology)
Li, Beibei (School of Civil Engineering, Hefei University of Technology)
Publication Information
International journal of steel structures / v.18, no.5, 2018 , pp. 1666-1683 More about this Journal
Abstract
To explore seismic behavior of blind bolted concrete-filled steel tube (CFST) frames infilled with precast sandwich composite wall panels (SCWPs), a series tests of blind bolted square CFST frames with precast SCWPs under lateral low-cyclic loading were conducted. The influence of the type of wall concrete, wall-to-frame connection and steel brace setting, etc. on the hysteretic curves and failure modes of the type of composite structure was investigated. The seismic behavior of the blind bolted CFST frames with precast SCWPs was evaluated in terms of lateral load-displacement relation curves, strength and stiffness degradation, crack patterns of SCWPs, energy dissipation capacity and ductility. Then, a finite element (FE) analysis modeling using ABAQUS software was developed in considering the nonlinear material properties and complex components interaction. Comparison indicated that the FE analytical results coincided well with the test results. Both the experimental and numerical results indicated that setting the external precast SCWPs could heighten the load carrying capacities and rigidities of the blind bolted CFST frames by using reasonable connectors between frame and SCWPs. These experimental studies and FE analysis would enable improvement in the practical design of the SCWPs in fabricated CFST structure buildings.
Keywords
CFST frame; Seismic behavior; Sandwich composite wall panels (SCWPs); Blind bolt; Finite element (FE) analysis;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Abdel-Rahman, N., & Sivakumaran, K. S. (1997). Material properties models for analysis of cold-formed steel members. Journal of Structural Engineering, 123(9), 1135-1143.   DOI
2 Agheshlui, H., Goldsworthy, H., Gad, E., & Fernando, S. (2016a). Tensile behaviour of anchored blind bolts in concrete filled square hollow sections. Materials and Structures, 49(4), 1511-1525.   DOI
3 Agheshlui, H., Goldsworthy, H., Gad, E., & Huang, Y. (2016b). Tensile behavior of groups of anchored blind bolts within concrete-filled steel square hollow section. Journal of Structural Engineering, 142(2), 1-18.
4 ATC63. (2009). Quantification of building seismic performance factors. Washington: Applied Technology Council (ATC), Federal Emergency Management Agency.
5 Benayoune, A., Samad, A. A. A., Abang, A. A. A., & Trikha, D. N. (2007a). Response of pre-cast reinforced composite sandwich panels to axial loading. Construction and Building Materials, 21(3), 677-685.   DOI
6 Benayoune, A., Samad, A. A. A., Abang, A. A. A., Trikha, D. N., & Ashrabov, A. A. (2007b). Structural behaviour of eccentrically loaded precast sandwich panels. Construction and Building Materials, 20(9), 713-724.
7 Einea, A., Salmon, D. C., Tadros, M. K., & Culp, T. (1994). A new structurally and thermally efficient precast sandwich panel system. PCI Journal, 39(4), 90-101.
8 Fang, M. J., Wang, J. F., & Li, G. Q. (2013). Shaking table test of steel frame with ALC external wall panels. Journal of Constructional Steel Research, 80(1), 278-286.   DOI
9 GB50010-2010. (2010). Code for design of concrete structures. Beijing: Architecture Industrial Press of China. (in Chinese).
10 GB50011-2010. (2010). Code for seismic design of buildings. Beijing: Architecture Industrial Press of China. (in Chinese).
11 GB50017-2010. (2010). Code for design of steel structures. Beijing: China Plan Press. (in Chinese).
12 Han, L. H., He, S. H., & Liao, F. Y. (2011). Performance and calculations of concrete filled steel tubes (CFST) under axial tension. Journal of Constructional Steel Research, 67(11), 1699-1709.   DOI
13 Han, L. H., Yao, G. H., & Zhao, X. L. (2005). Tests and calculations of hollow structural steel (HSS) stub columns filled with selfconsolidating concrete (SCC). Journal of Constructional Steel Research, 61(9), 1241-1269.   DOI
14 Hanaor, A. (2005). Experimental investigation of composite shear panels under cyclic loading. Journal of Constructional Steel Research, 61(3), 345-369.   DOI
15 Bush, T. D., & Stine, G. L. (1994). Flexural behaviour of composite precast concrete sandwich panels with continuous truss connectors. PCI Journal., 39(2), 112-121.   DOI
16 Hou, H. T., Chou, C. C., Zhou, J., et al. (2016). Cyclic test of steel frames with composite lightweight infill walls. Earthquakes and Structures, 10(1), 163-178.   DOI
17 Huang, Y., Goldsworthy, H., & Gad, E. (2008). Experimental and numerical investigation of the tensile behavior of blind-bolted T-Stub connections to concrete-filled circular columns. Journal of Structural Engineering, 134(2), 198-208.   DOI
18 JGJ101-2015. (2015). Specification for seismic test of buildings. Beijing: Architecture Industrial Press of China. (in Chinese).
19 Markulak, D., Radic, I., & Sigmund, V. (2013). Cyclic testing of single bay steel frames with various types of masonry infill. Engineering Structures, 51(2), 267-277.   DOI
20 Memaria, A. M., Aghakcuchakb, A. A., Ashtianyc, M. G., & Tiv, M. (1999). Full-scale dynamic testing of a steel frame building during construction. Engineering Structures, 21(12), 1115-1127.   DOI
21 Mirza, O., & Uy, B. (2011). Behavior of composite beam-column flush end-plate connections subjected to low-probability, highconsequence loading. Engineering Structures, 33(2), 647-662.   DOI
22 Moghadam, H. A. (2004). Lateral load behavior of masonry infilled steel frames with repair and retrofit. Journal of Structural Engineering, 130(1), 55-63.
23 Moghadam, H. A., Mohammadi, M. G., & Ghaemian, M. (2006). Experimental and analytical investigation into crack strength determination of infilled steel frames. Journal of Constructional Steel Research, 62(12), 1341-1352.   DOI
24 Moon, J., Roeder, C. W., Lehman, D. E., & Lee, H. E. (2012). Analytical modeling of bending of circular concrete-filled steel tubes. Engineering Structures, 42(12), 349-361.   DOI
25 Pagoulatou, M., Sheehan, T., Dai, X. H., & Lam, D. (2014). Finite element analysis on the capacity of circular concrete-filled doubleskin steel tubular (CFDST) stub columns. Engineering Structures, 72, 102-112.   DOI
26 Sun, G. H., He, R. Q., Gu, Q., & Fang, Y. Z. (2011). Cyclic behavior of partially-restrained steel frame with RC infill walls. Journal of Constructional Steel Research, 67(12), 1821-1834.   DOI
27 Tasnimi, A. A., & Mohebkhah, A. (2011). Investigation on the behavior of brick-infilled steel frames with openings: Experimental and analytical approaches. Engineering Structures, 33(3), 968-980.   DOI
28 Tong, X. D., Hajjar, J. F., Schultz, A. E., & Shield, C. K. (2005). Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections. Journal of Constructional Steel Research, 61(1), 531-552.   DOI
29 Wang, B., Wang, J. F., Gong, X. D., & Liu, B. K. (2015). Experimental studies on circular CFST frames with ALC walls under cyclic loadings. International Journal of Steel Structures, 14(4), 755-768.
30 Wang, J. F., Han, L. H., & Uy, B. (2009). Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns. Journal of Constructional Steel Research, 65(8-9), 1644-1663.   DOI
31 Wang, J. F., & Li, B. B. (2017). Cyclic testing of square CFST frames with ALC panel or brick walls. Journal of Constructional Steel Research, 130, 264-279.   DOI
32 Wang, J. F., & Zhang, H. J. (2017). Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudodynamic testing. Engineering Structures, 131, 192-206.   DOI
33 Wang, J. F., & Zhang, N. (2016). Performance of circular CFST column to steel beam joints with blind bolts. Journal of Constructional Steel Research, 130, 36-52.
34 Wang, J. F., Zhang, N., & Guo, S. P. (2016). Experimental and numerical analysis of blind bolted moment joints to CFTST columns. Thin-Walled Structures, 109, 185-201.   DOI
35 Zahrai, S. M., Khalili, B. G., & Mousavi, S. A. (2015). Seismic behavior of steel frames with lightweight-low strength industrialized infill walls. Earthquakes and Structures, 9(6), 1273-1290.   DOI