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
|