Investigation of welded top and seat angle connections under column removal event |
Hadianfard, Mohammad Ali
(Department of Civil and Environmental Engineering, Shiraz University of Technology)
Namjoo, Mahboobe (Department of Civil and Environmental Engineering, Shiraz University of Technology) Boroumand, Morteza (Department of Civil and Environmental Engineering, Shiraz University of Technology) Akbarpoor, Sareh (Department of Civil and Environmental Engineering, Shiraz University of Technology) |
1 | Kim, T. and Kim, J. (2009b), "Progressive collapse-resisting capacity of steel moment frames considering panel zone deformation", Adv. Struct. Eng., 12(2), 231-240. https://doi.org/10.1260%2F136943309788251687. DOI |
2 | Li, L., Wang, W., Chen, Y. and Lu, Y. (2015), "Effect of beam web bolt arrangement on catenary behaviour of moment connections", J. Constr. Steel Res., 104, 22-36. https://doi.org/10.1016/j.jcsr.2014.09.016. DOI |
3 | Guo, L., Gao, S. and Fu, F. (2015), "Structural performance of semi-rigid composite frame under column loss", Eng. Struct., 95, 112-126. https://doi.org/10.1016/J.ENGSTRUCT.2015.03.049. DOI |
4 | Elkoly, S. and El-Ariss B. (2014), "Progressive collapse evaluation of externally mitigated reinforced concrete beams", Eng. Fail. Anal., 40, 33-47. https://doi.org/10.1016/j.engfailanal.2014.02.002. DOI |
5 | ABAQUS. (2009), "Analysis user's manual version 6.9", ABAQUS Inc. |
6 | Amiri, S., Saffari, H. and Mashhadi, J. (2018), "Assessment of dynamic increase factor for progressive collapse analysis of RC structures", Eng. Fail. Anal., 84, 300-10. https://doi.org/10.1016/j.engfailanal.2017.11.011. DOI |
7 | Demonceau, J.F. (2008), "Steel and composite frames: sway response under conventional loading and development of membrane effects in beams further to an exceptional action", Ph.D. Dissertation, University of Liege, Liege, Belgium. |
8 | Dai, X.H., Wang, Y.C. and Bailey, C.G. (2010), "Numerical modelling of structural fire behaviour of restrained steel beam- column assemblies using typical joint types", Eng. Struct., 32, 2337-2351. https://doi.org/10.1016/J.ENGSTRUCT.2010.04.009. DOI |
9 | Karns, J.E., Houghton, D.L., Hong, J.K. and Kim, J. (2009), "Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and/or Post-Blast Progressive Collapse Load Conditions", Proceedings of the Structures Congress 2009, Austin, Texas, United States, April 30-May 2. https://doi.org/10.1061/41031(341)207. DOI |
10 | Vlassis, A.G., Izzuddin, B.A., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multi-storey buildings due to sudden column loss-Part II: Application", Eng. Struct., 30, 1424-1438. https://doi.org/10.1016/J.ENGSTRUCT.2007.08.011. DOI |
11 | Yu, H., Burgess, I.W., Davison, J.B. and Plank, R.J. (2009c), "Tying capacity of web cleat connections in fire, Part 2: Development of component-based model", Eng. Struct., 31, 697-708. https://doi.org/10.1016/J.ENGSTRUCT.2008.11.006. DOI |
12 | Ellingwood, B.R., Smilowitz, R., Dusenberry, D.O., Duthinh, D., Lew, H.S. and Carino, N.J. (2007), "Best Practices for Reducing the Potential for Progressive Collapse in Buildings", Report No. 7396; National Institute of Standards and Technology (NIST TN), Gaithersburg, MD, USA. |
13 | Khaloo, A. and Omidi, H. (2018), "Evaluation of vierendeel peripheral frame as supporting structural element for prevention of progressive collapse", Steel Compos. Struct., 26(5), 549-556. https://doi.org/10.12989/scs.2018.26.5.549. DOI |
14 | Kim, J. and An, D. (2009), "Evaluation of progressive collapse potential of steel moment frames considering catenary action. Struct", Des. Tall Spec. Build., 18, 455-465. https://doi.org/10.1002/tal.448. DOI |
15 | Hadianfard, M.A. and Namjoo, M. (2017), "Numerical investigation of the behaviour of bolted and welded top and seat angle connection in progressive collapse of steel structures", J. Struct. Constr. Eng. (JSCE). https://doi.org/10.22065/JSCE.2017.98340.1322. DOI |
16 | Hadianfard, M.A. and Rahnema, H. (2010), "Effects of RHS face deformation on the rigidity of beam-column connection", Steel Compos. Struct., 10(6), 491-502. |
17 | Hoffman, S.T. and Fahnestock, L.A. (2011), "Behavior of multistory steel buildings under dynamic column loss scenarios", Steel Compos. Struct., 11(2), 149-168. https://doi.org/10.12989/scs.2011.11.2.149. DOI |
18 | Momeni, M., Hadianfard, M.A., Bedon, C. and Baghlani, A. (2020), "Damage evaluation of H-section steel columns under impulsive blast loads via gene expression programming", Eng. Struct., 219, 110909. DOI |
19 | Amadio, C., Bedon, C., Fasan, M. and Pecce, M.R. (2017), "Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads", Eng. Struct., 138, 394-409. https://doi.org/10.1016/j.engstruct.2017.02.037. DOI |
20 | Yang, B. and Tan, K.H. (2013), "Experimental tests of different types of bolted steel beam-column joints under a central-column-removal scenario", Eng. Struct., 54, 112-130. https://doi.org/10.1016/j.engstruct.2013.03.037. DOI |
21 | Li, S., Shan, S., Zhai, C. and Xie, L. (2016), "Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls", Eng. Fail. Anal., 59, 57-68. https://doi.org/10.1016/j.engfailanal.2015.11.020. DOI |
22 | Kim, T. and Kim, J. (2009a), "Collapse analysis of steel moment frames with various seismic connections", J. Constr.Steel Res., 65(6), 1316-1322. https://doi.org/10.1016/j.jcsr.2008.11.006. DOI |
23 | Kishi, N., Ahmed, A., Yabuki, N. and Chen, W.F. (2001), "Nonlinear finite element analysis of top-and seat-angle with double web-angle connections", Struct. Eng. Mech., 12(2), 201-214. https://doi.org/10.12989/sem.2001.12.2.201. DOI |
24 | Lee, C.H., Kim, S., Han, K.H. and Lee, K. (2009), "Simplified nonlinear progressive collapse analysis of welded steel moment frames", J. Constr. Steel Res., 65, 1130-1137. https://doi.org/10.1016/j.jcsr.2008.10.008. DOI |
25 | Astaneh-Asl, A., Jones, B. and Zhao, Y. (2001), "Progressive Collapse Resistance of Steel Building Floors", Report No. UCB/CEE-Steel-2001/03; University of California, Department of Civil and Environmental Engineering, Berkeley, USA. |
26 | Sadek, F., Main, J.A., Lew, H.S., Robert, S.D., Chiarito, V. and El-Tawil, S. (2011), "An Experimental and Computational Study of Steel Moment Connections under a Column Removal Scenario", Report No. 1669 rev2; National Institute of Standards and Technology (NIST TN), Gaithersburg, MD, USA. |
27 | Sharbati, R., Hayati, Y. and Hadianfard, M.A. (2019), "Numerical Investigation on the Cyclic Behavior of Post-tensioned Steel Moment Connections with Bolted Angles", Int. J. Steel Struct., 19(6), 1840-1853. DOI |
28 | Tavakoli, H.R. and Hasani, A.H. (2017), "Effect of Earthquake characteristics on seismic progressive collapse potential in steel moment resisting frame", Earthq. Struct, 12, 529-541. https://doi.org/10.12989/eas.2017.12.5.529. DOI |
29 | Wang, M. and Wang, P. (2013), "Strategies to increase the robustness of endplate beam-column connections in fire", J. Constr. Steel Res., 80, 109-120. DOI |
30 | Yang, B. and Tan, K.H. (2012), "Numerical analyses of steel beam-column joints subjected to catenary action", J. Constr. Steel Res., 70, 1-11. https://doi.org/10.1016/j.jcsr.2011.10.007. DOI |
31 | GSA (2003), Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, U.S. General Services Administration (GSA); Washington Dc, USA. |
32 | Yang, B. and Tan, K.H. (2014), "Behavior of Composite Beam-Column Joints in a Middle-Column-Removal Scenario: Experimental Tests", J. Struct. Eng., 140(2), 04013045. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000805. DOI |
33 | Li, L., Wang, W., Chen, Y. and Lu, Y. (2013), "Experimental investigation of beam-to-tubular column moment connections under column removal scenario", J. Constr. Steel Res., 88, 244-55. https://doi.org/10.1016/j.jcsr.2013.05.017. DOI |
34 | Liu, C., Fung, T.C. and Tan, K.H. (2016), "Dynamic Performance of Flush End-Plate Beam-Column Connections and Design Applications in Progressive Collapse", J. Struct. Eng., 142, 4015074. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001329. DOI |
35 | Mirtaheri, M., and Zoghi, M.A. (2016), "Design guides to resist progressive collapse for steel structures", Steel Compos. Struct., 20(2), 357-378. https://doi.org/10.12989/scs.2016.20.2.357. DOI |
36 | Momeni, M., Hadianfard, M.A., Bedon, C. and Baghlani, A. (2019, August), "Numerical damage evaluation assessment of blast loaded steel columns with similar section properties", Structures, 20, 189-203. DOI |
37 | Yu, H., Burgess, I.W., Davison, J.B. and Plank, R.J. (2009a), "Experimental investigation of the behaviour of fin plate connections in fire", J. Constr. Steel Res., 65, 723-736. https://doi.org/10.1016/J.JCSR.2008.02.015. DOI |
38 | Yu, H., Burgess, I.W., Davison, J.B. and Plank, R.J. (2009b), "Tying capacity of web cleat connections in fire, Part 1: Test and finite element simulation", Eng. Struct., 31, 651-663. https://doi.org/10.1016/J.ENGSTRUCT.2008.11.005. DOI |
39 | Burgess, I. (2018), "Connection behaviour and the robustness of steel-framed structures in fire", MATEC Web of Conferences, 149, 01008, EDP Sciences. |
40 | Liu, C., Tan, K.H. and Fung, T.C. (2013), "Dynamic behaviour of web cleat connections subjected to sudden column removal scenario", J. Constr. Steel Res., 86, 92-106. https://doi.org/10.1016/j.jcsr.2013.03.020. DOI |
41 | Hadianfard, M.A., Eskandari, F. and JavidSharifi, B. (2018), "The effects of beam-column connections on behavior of buckling-restrained braced frames", Steel Compos. Struct., 28(3), 309-318. https://doi.org/10.12989/scs.2018.28.3.309. DOI |
42 | Hadianfard, M.A., and Shekari, M. (2019), "An Equivalent Single-Degree-of-Freedom System to Estimate Nonlinear Response of Semi-fixed Flexural Members Under Impact Load", Iran J. Science and Technology, Transactions of Civil Engineering, 43(1), 343-355. DOI |
43 | Izzuddin, B.A., Vlassis, A.G., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework", Eng. Struct., 30, 1308-1318. https://doi.org/10.1016/J.ENGSTRUCT.2007.07.011. DOI |
44 | Khandelwal, K. and El-Tawil, S. (2007), "Collapse Behavior of Steel Special Moment Resisting Frame Connections", J. Struct. Eng., 133, 646-655. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(646). DOI |
45 | Sasani, M., Bazan, M. and Sagiroglu, S. (2007), "Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure", ACI Struct. J., 104, 731-739. https://doi.org/10.14359/18955. |
46 | DOD (2010), Design of buildings to resist progressive collapse, Unified Facilities Criteria (UFC) 4-023-03, Department of Defense (DoD); Washington Dc, USA. |
47 | Mirtaheri, M., Emami, F., Zoghi, M.A. and Salkhordeh, M. (2019), "Mitigation of progressive collapse in steel structures using a new passive connection", Struct. Eng. Mech., 70(4), 381-394. https://doi.org/10.12989/sem.2019.70.4.381. DOI |
48 | Rezvani, F.H. and Asgarian, B. (2012), "Element loss analysis of concentrically braced frames considering structural performance criteria", Steel Compos. Struct., 12(3), 231-248. https://doi.org/10.12989/scs.2012.12.3.231. DOI |
49 | Rezvani, F.H., Jeffers, A.E., Asgarian, B. and Ronagh, H.R. (2017), "Effect of column loss location on structural response of a generic steel moment resisting frame", Steel Compos. Struct., 25(2), 217-229. https://doi.org/10.12989/scs.2017.25.2.217. DOI |
50 | Satheeskumar, N. and Davison, J.B. (2014), "Robustness of steel joints with stainless steel bolts in fire", Int. J. Adv. Struct. Eng. (IJASE), 6(4), 161-168. DOI |
51 | Tartaglia, R., D'Aniello, M., Zimbru, M. and Landolfo, R. (2018), "Finite element simulations on the ultimate response of extended stiffened end-plate joints", Steel Compos. Struct., 27(6), 727-745. https://doi.org/10.12989/scs.2018.27.6.727. DOI |
52 | Tavakoli, H.R. and Afrapoli, M.M. (2018), "Robustness analysis of steel structures with various lateral load resisting systems under the seismic progressive collapse", Eng. Fail. Anal., 83, 88-101. https://doi.org/10.1016/j.engfailanal.2017.10.003. DOI |
53 | Wang, Y.C., Dai, X.H. and Bailey, C.G. (2011), "An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames", J. Constr. Steel Res., 67, 1149-1163. https://doi.org/10.1016/J.JCSR.2011.02.008. DOI |
54 | Hu, Y., Davison, J. B., Burgess, I. and Plank, R. (2008), "Experimental study on flexible end plate connections in fire", Proceedings of the 5th European conference on steel structures, Graz, Austria. |
55 | Guo, L., Gao, S., Fu, F. and Wang, Y. (2013), "Experimental study and numerical analysis of progressive collapse resistance of composite frames", J. Constr. Steel Res., 89, 236-251. https://doi.org/10.1016/J.JCSR.2013.07.006. DOI |