Failure mechanism of steel frames with angle steel-bolted connections exposed to fire under progressive collapse condition
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OpenAlex topics: Structural Response to Dynamic Loads · Fire effects on concrete materials · High-Velocity Impact and Material Behavior
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References (68)
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1. DoD (Department of Defense). Unified Facilities Criteria, Design of Buildings to Resist Progressive Collapse. UFC 4-023-03, USA; 2016.
2. Progressive collapse of steel structures exposed to fire: A critical review10.1016/j.jcsr.2023.107985 ↗
3. Effect of boundary conditions on the behaviour of composite frames against progressive collapse10.1016/j.jcsr.2017.07.005 ↗
4. Influence of horizontal restraints on the behaviour of vertical disproportionate collapse of RC moment frames10.1016/j.engfailanal.2019.104324 ↗
5. Efficient numerical model for progressive collapse analysis of prestressed concrete frame structures10.1016/j.engfailanal.2021.105683 ↗
6. Investigation of different steel intermediate moment frame connections under column-loss scenario10.1016/j.tws.2020.106875 ↗
7. Experimental testing and numerical modelling of steel moment-frame connections under column loss10.1016/j.engstruct.2017.08.068 ↗
8. Progressive collapse behaviour of composite substructure with large rectangular beam-web openings10.1016/j.engstruct.2023.116861 ↗
9. Steel-concrete frames under the column loss scenario: an experimental study10.1016/j.jcsr.2019.02.036 ↗
10. Robustness analysis of 3D composite buildings with semi-rigid joints and floor slab10.1016/j.istruc.2016.01.005 ↗
11. Load-resisting mechanisms of 3D composite floor systems under internal column-removal scenario10.1016/j.engstruct.2017.06.070 ↗
12. Analytical modeling on collapse resistance of steel beam-concrete slab composite substructures subjected to side column loss10.1016/j.engstruct.2018.05.038 ↗
13. Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures
14. Progressive collapse of multi-storey buildings due to sudden column loss—part I: simplified assessment framework10.1016/j.engstruct.2007.07.011 ↗
15. Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections10.1016/j.jcsr.2020.106117 ↗
16. Collapse test of three-storey half-scale reinforced concrete frame building
17. Experimental study on the progressive collapse resistance of a two-story steel moment frame10.1061/(ASCE)CF.1943-5509.0000287 ↗
18. Gravity load redistribution and progressive collapse resistance of 20-story reinforced concrete structure following loss of interior column
19. CEN, Eurocode 3, Design of Steel Structures. Part 1–2: General Rules-Structural Fire Design, European Committee for Standardization (CEN), Brussels, 2005.
20. International Organization for Standardization (ISO): Fire resistance tests: elements of building construction. Geneva: ISO 834; 1975.
21. Fire induced progressive collapse of steel building structures: The role of interior gravity columns10.1016/j.engstruct.2013.09.020 ↗
22. Tall building collapse mechanisms initiated by fire: mechanisms and design methodology10.1016/j.engstruct.2011.10.003 ↗
23. Disproportionate collapse of steel-framed gravity buildings under travelling fires10.1016/j.engstruct.2021.112799 ↗
24. Collapse performances of steel frames against fire considering effect of infill walls10.1016/j.jcsr.2021.106691 ↗
25. Progressive collapse triggered by fire induced column loss: Detrimental effect of thermal forces10.1016/j.engstruct.2018.06.060 ↗
26. Dynamic progressive collapse of steel moment frames under different fire scenarios10.1016/j.jcsr.2020.106256 ↗
27. Resilience of tall steel moment resisting frame buildings with multi-hazard post-event fire10.1016/j.jcsr.2017.09.026 ↗
28. Numerical analyses of post-fire beam-column assemblies with WUF-B connections against progressive collapse
29. Effect of fire on behavior of RC beam-column assembly under a middle column removal scenario
30. Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse10.1016/j.engstruct.2023.115802 ↗
31. Experimental assessment of fire-exposed RC beam-column connections with varying reinforcement development lengths subjected to column removal10.1016/j.firesaf.2018.06.003 ↗
32. Anti-collapse performance assessment of steel beam-column substructures with all-welded connections after exposure to fire10.1016/j.jcsr.2022.107465 ↗
33. Experimental tests of post-fire beam-column assemblies with WUF-B connections against progressive collapse10.1016/j.jcsr.2022.107249 ↗
34. Experimental studies on progressive collapse resistance of steel moment frames under localized furnace loading10.1061/(ASCE)ST.1943-541X.0001947 ↗
35. Experimental and numerical investigation on mechanical behavior of Q355 steel and connections in fire conditions10.1016/j.engstruct.2023.115765 ↗
36. True stress-strain curves for ASTM A992 steel for fracture simulation at elevated temperatures10.1016/j.jcsr.2017.09.024 ↗
37. Mechanical behaviour of high strength steel T-stubs at elevated temperatures: Experimental study10.1016/j.tws.2022.110314 ↗
38. Fracture behavior of Grade 10.9 high-strength bolts and T-stub connections in fire10.1016/j.jcsr.2022.107618 ↗
39. The behaviour of high-strength grade 8.8 bolts in fire10.1016/0143-974X(94)00013-8 ↗
40. Behaviour of Grade 8.8 bolts under natural fire conditions—tests and model10.1016/j.jcsr.2011.03.012 ↗
41. Residual mechanical properties of high strength steel bolts subjected to heating-cooling cycle10.1016/j.jcsr.2017.01.007 ↗
42. Mechanical properties of high-strength bolts after fire10.1680/stbu.11.00015 ↗
43. Efficient modelling of large deflection behaviour of restrained steel structures with realistic end plate beam/column connections in fire10.1016/j.engstruct.2012.05.030 ↗
44. Progressive failure modelling and ductility demand of steel beam-to-column connections in fire10.1016/j.engstruct.2015.01.053 ↗
45. Methods of improving survivability of steel beam/column connections in fire10.1016/j.jcsr.2012.07.025 ↗
46. Experimental study on flexural capacity and fire resistance of high strength Q690 steel flush end-plate connections10.1016/j.tws.2022.110506 ↗
47. An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames10.1016/j.jcsr.2011.02.008 ↗
48. Plank RJ, Experimental investigation of the behaviour of fin plate connections in fire10.1016/j.jcsr.2008.02.015 ↗
49. Tying capacity of web cleat connections in fire. Part 1: test and finite element simulation10.1016/j.engstruct.2008.11.005 ↗
50. Fire behavior of shear angle connections in a restrained steel frame10.1016/j.jcsr.2012.05.006 ↗
51. Resistance of flush end plate connections unedr tension and shear in fire10.1016/j.jcsr.2013.03.015 ↗
52. On the mechanisms of ductile failure in highstrength steels subjected to multi-axial stress-states10.1016/0022-5096(76)90024-7 ↗
53. Bridgman · 1952
54. Analysis of fracture behavior of high-strength steels in tension after fire exposure10.1016/j.engstruct.2020.111750 ↗
55. H. Riaux, Comportement à l’incendie des assemblages simples boulonnés, Ph.D. thesis. INSA of Rennes. 1980.
56. Finite element modeling of structural steel component failure at elevated temperatures10.1016/j.istruc.2016.03.002 ↗
57. Assessment of the T-stub joint component at ambient and elevated temperatures10.1016/j.firesaf.2014.08.009 ↗
58. GB 50017-2017, Standard for design of steel structures, Ministry of Housing and Urban-Rural Development, Beijing, China, 2017.
59. GB50011-2010, Code for seismic design of buildings, Ministry of Housing and Urban-Rural Development, Beijing, China, 2010.
60. GB50009-2012, Load code for the design of building structures, Ministry of Housing and Urban-Rural Development, Beijing, China, 2012.
61. CECS 392: 2014. Code for anti-collapse design of building structures. Beijing: China Planning Press; 2014.
62. M. Moradi, H.R. Tavakoli, G, Abdollahzadeh, Probabilistic assessment of failure time in steel frame subjected to fire load under progressive collapses scenario. Eng Failure Anal. 102 (2019) 136–147.10.1016/j.engfailanal.2019.04.015 ↗
63. Anti-collapse performance analysis of unequal span steel-concrete composite substructures
64. Performance of different stiffness connections against progressive collapse10.1016/j.jcsr.2017.04.021 ↗
65. Y. Li, X.Z Lu, H. Guan, L.P. Ye, An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures, Eng. Struct. 33, (2011), 2931–2942.10.1016/j.engstruct.2011.06.017 ↗
66. Study of the mechanics of progressive collapse with simplified beam models10.1016/j.engstruct.2016.02.056 ↗
67. Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension10.1016/j.engstruct.2013.08.041 ↗
68. A novel progressive collapse design concept for structural systems based on regional behaviors