Cyclic behaviour of infilled steel frames with different beam-to-column connection types |
Sakr, Mohammed A.
(Department of Structural Engineering, Faculty of Engineering, Tanta University)
Eladly, Mohammed M. (Department of Structural Engineering, Faculty of Engineering, Tanta University) Khalifa, Tarek (Department of Structural Engineering, Faculty of Engineering, Tanta University) El-Khoriby, Saher (Department of Structural Engineering, Faculty of Engineering, Tanta University) |
1 | Diaz, C., Victoria, M., Marti, P. and Querin, O.M. (2011), "FE model of beam-to-column extended end-plate joints", J. Constr. Steel Res., 67(10), 1578-1590. DOI |
2 | Eladly, M.M. (2016), "The behavior of masonry infilled steel frames subjected to cyclic loading", M.Sc. Thesis; Tanta University, Tanta, Egypt. |
3 | Eladly, M.M. (2017), "Numerical study on masonry-infilled steel frames under vertical and cyclic horizontal loads", J. Constr. Steel Res., 138, 308-323. DOI |
4 | El-Khoriby, S., Sakr, M.A., Khalifa, T.M. and Eladly, M.M. (2017), "Modelling and behaviour of beam-to-column connections under axial force and cyclic bending", J. Constr. Steel Res., 129, 171-184. DOI |
5 | Eurocode (2005), Design of Steel Structures. Part 1.8: Design of joints, European Committee for Standardization; Brussels, Belgium. |
6 | Fang, M.J., Wang, J.F. and Li, G.Q. (2013), "Shaking table test of steel frame with ALC external wall panels", J. Constr. Steel Res., 80, 278-286. DOI |
7 | Feizi, M.G., Mojtahedi, A. and Nourani, V. (2015), "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames", Steel Compos. Struct., Int. J., 19(2), 467-484. DOI |
8 | Flanagan, R.D. and Bennett, R.M. (1999), "Bidirectional Behavior of Structural Clay Tile Infilled Frames", J. Struct. Eng., ASCE, 125(3), 236-244. DOI |
9 | Gambarotta, L. and Lagomarsino, S. (1997a), "Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications", Earthq. Eng. Struct. Dyn., 26(4), 423-439. DOI |
10 | Gambarotta, L. and Lagomarsino, S. (1997b), "Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its application", Earthq. Eng. Struct. Dyn., 26(4), 441-462. DOI |
11 | Ghassemieh, M., Baei, M., Kari, A., Goudarzi, A. and Laefer, D.F. (2015), "Adopting flexibility of the end-plate connections in steel moment frames", Steel Compos. Struct., Int. J., 18(5), 1215-1237. DOI |
12 | Liu, Y. and Soon, S. (2012), "Experimental study of concrete masonry infills bounded by steel frames", Can. J. Civ. Eng., 39(2), 180-190. DOI |
13 | Giordano, A., Mele, E. and De Luca, A. (2002), "Modelling of historical masonry structures: comparison of different approaches through a case study", Eng. Struct., 24(8), 1057-1069. DOI |
14 | Hariri-Ardebili, M.A., Samani, H.R. and Mirtaheri, M. (2014), "Free and Forced Vibration Analysis of an Infilled Steel Frame: Experimental, Numerical, and Analytical Methods", Shock Vib., 2014, 1-14. DOI |
15 | Hoenderkamp, J.C.D., Snijder, H.H. and Hofmeyer, H. (2015), "Racking shear resistance of steel frames with corner connected precast concrete infill panels", Steel Compos. Struct., Int. J., 19(6), 1403-1419. DOI |
16 | Jazany, R.A., Hajirasouliha, I. and Farshchi, H. (2013), "Influence of masonry infill on the seismic performance of concentrically braced frames", J. Constr. Steel Res., 88, 150-163. DOI |
17 | Liu, Y. and Manesh, P. (2013), "Concrete masonry infilled steel frames subjected to combined in-plane lateral and axial loading - An experimental study", Eng. Struct., 52, 331-339. DOI |
18 | Moghadam, H.A., Mohammadi, M.G. and Ghaemian, M. (2006), "Experimental and analytical investigation into crack strength determination of infilled steel frames", J. Constr. Steel Res., 62(12), 1341-1352. DOI |
19 | Mainstone, R. (1971), "Summary of paper 7360. On the stiffness and strengths of infilled frames", Proc. Inst. Civ. Eng., 49(2), 230. |
20 | Markulak, D., Radic, I. and Sigmund, V. (2013), "Cyclic testing of single bay steel frames with various types of masonry infill", Eng. Struct., 51, 267-277. DOI |
21 | Radic, I., Markulak, D. and Sigmund, V. (2016), "Analytical modelling of masonry-infilled steel frames", Teh. Vjesn. - Tech. Gaz., 23(1), 115-127. |
22 | Puglisi, M., Uzcategui, M. and Florez-Lopez, J. (2009a), "Modeling of masonry of infilled frames, Part I: The plastic concentrator", Eng. Struct., 31(1), 113-118. DOI |
23 | Puglisi, M., Uzcategui, M. and Florez-Lopez, J. (2009b), "Modeling of masonry of infilled frames, Part II: Cracking and damage", Eng. Struct., 31(1), 119-124. DOI |
24 | Quayyum, S., Alam, M.S. and Rteil, A. (2013), "Seismic behavior of soft storey mid-rise steel frames with randomly distributed masonry infill", Steel Compos. Struct., Int. J., 14(6), 523-545. DOI |
25 | Radnic, J., Matesan, D., Harapin, A., Smilovic, M. and Grgic, N. (2012), Numerical Model for Static and Dynamic Analysis of Masonry Structures (Chapter in Advanced Structured Materials 31 Book, pages 1-33), Springer Berlin Heidelberg, Heidelberg, Baden-Wurttemberg, Germany. |
26 | Radnic, J., Baloevic, G., Matesan, D. and Smilovic, M. (2013), "On a numerical model for static and dynamic analysis of inplane masonry infilled steel frames", Materwiss. Werksttech., 44(5), 423-430. DOI |
27 | Rots, J.G. (1997), Structural Masonry: An Experimental/Numerical Basis for Practical Design Rules (CUR Report 171), A.A. Balkema Publishers, Rotterdam, South Holland, Netherlands. |
28 | Saneinejad, A. and Hobbs, B. (1995), "Inelastic Design of Infilled Frames", J. Struct. Eng., ASCE, 121(4), 634-650. DOI |
29 | Shi, G., Shi, Y., Wang, Y. and Bradford, M.A. (2008), "Numerical simulation of steel pretensioned bolted end-plate connections of different types and details", Eng. Struct., 30(10), 2677-2686. DOI |
30 | Smith, B.S. and Carter, C. (1969), "A method of analysis for infilled frames", Proc. Inst. Civ. Eng., 44(1), 31-48. |
31 | Tasnimi, A.A. and Mohebkhah, A. (2011), "Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches", Eng. Struct., 33(3), 968-980. DOI |
32 | Teeuwen, P.A., Kleinman, C.S., Snijder, H.H. and Hofmeyer, H. (2010), "Experimental and numerical investigations into the composite behaviour of steel frames and precast concrete infill panels with window openings", Steel Compos. Struct., Int. J., 10(1), 1-21. |
33 | Tong, X., Hajjar, J.F., Schultz, A.E. and Shield, C.K. (2005), "Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections", J. Constr. Steel Res., 61(4), 531-552. DOI |
34 | Wang, M., Shi, Y., Wang, Y. and Shi, G. (2013), "Numerical study on seismic behaviors of steel frame end-plate connections", J. Constr. Steel Res., 90, 140-152. DOI |
35 | Wittmann, F.H., Mihashi, H. and Nomura, N. (1990), "Size effect on fracture energy of concrete", Eng. Fract. Mech., 35, 107-115. DOI |
36 | Yekrangnia, M. and Mohammadi, M. (2017), "A new strut model for solid masonry infills in steel frames", Eng. Struct., 135, 222-235. DOI |
37 | Yuksel, E., Ozkaynak, H., Buyukozturk, O., Yalcin, C., Dindar, A.A., Surmeli, M. and Tastan, D. (2010), "Performance of alternative CFRP retrofitting schemes used in infilled RC frames", Constr. Build. Mater., 24(4), 596-609. DOI |
38 | ABAQUS (2012), Analysis User's Manual, Version 6.12, Dassault Systemes; USA. |
39 | Asteris, P.G., Cotsovos, D.M., Chrysostomou, C.Z., Mohebkhah, A. and Al-Chaar, G.K. (2013), "Mathematical micromodeling of infilled frames: State of the art", Eng. Struct., 56, 1905-1921. DOI |
40 | Agnihotri, P., Singhal, V. and Rai, D.C. (2013), "Effect of in-plane damage on out-of-plane strength of unreinforced masonry walls", Eng. Struct., 57, 1-11. DOI |
41 | Baloevic, G., Radnic, J., Grgic, N. and Matesan, D. (2017), "Shake-table study of plaster effects on the behavior of masonry-infilled steel frames", Steel Compos. Struct., Int. J., 23(2), 195-204. DOI |
42 | Bayat, M. and Zahrai, S. (2017), "Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity", Steel Compos. Struct., Int. J., 25(1), 1-17. |
43 | Chaboche, J.L. (1986), "Time-independent constitutive theories for cyclic plasticity", Int. J. Plast., 2(2), 149-188. DOI |
44 | Chaboche, J.L. (1989), "Constitutive equations for cyclic plasticity and cyclic viscoplasticity", Int. J. Plast., 5(3), 247-302. DOI |
45 | Chen, X. and Liu, Y. (2016), "A finite element study of the effect of vertical loading on the in-plane behavior of concrete masonry infills bounded by steel frames", Eng. Struct., 117, 118-129. DOI |
46 | Dawe, J.L., Schriver, A.B. and Sofocleous, C. (1989), "Masonry infilled steel frames subjected to dynamic load", Can. J. Civ. Eng., 16(6), 877-885. DOI |
47 | Dawe, J.L., Seah, C.K. and Liu, Y. (2001a), "A computer model for predicting infilled frame behaviour", Can. J. Civ. Eng., 28(1), 133-148. DOI |
48 | Dawe, J.L., Liu, Y. and Seah, C.K. (2001b), "A parametric study of masonry infilled steel frames", Can. J. Civ. Eng., 28(1), 149-157. DOI |