Development limitations of compressive arch and catenary actions in reinforced concrete special moment resisting frames under column-loss scenarios

References

• Abbas, H., Al-Salloum, Y. A., & Almusallam, T. H. (2017). Precast reinforced concrete construction elements with pre-stressing connectors. U.S. Patent. No. 9765521 B1, U.S. Patent and Trademark Office.
   Google Scholar
• ACI 318-11. (2011). Building code requirements for structural concrete and commentary. Detroit, MI: American Concrete Institute.
   Google Scholar
• Almusallam, T., Al-Salloum, Y., Elsanadedy, H., Iqbal, R., Abbas, H., & Siddiqui, N. (2016). Risk assessment of precast reinforced concrete buildings against blast loads: a case study. In Insights and innovations in structural engineering, mechanics and computation. London, UK: Taylor & Francis Group.
   Google Scholar
• Almusallam, T., Al-Salloum, Y., Ngo, T., Mendis, P., & Abbas, H. (2017). Experimental investigation of progressive collapse potential of ordinary and special moment-resisting reinforced concrete frames. Materials and Structures, 50(2), 137. doi:10.1617/s11527-017-1014-x
   Web of Science ®Google Scholar
• Almusallam, T. H., Elsanadedy, H. M., Abbas, H., Alsayed, S. H., & Al-Salloum, Y. A. (2010). Progressive collapse analysis of a RC building subjected to blast loads. Structural Engineering and Mechanics, 36(3), 301–319. doi:10.12989/sem.2010.36.3.301
   Web of Science ®Google Scholar
• Almusallam, T. H., Elsanadedy, H. M., Abbas, H., Ngo, T., & Mendis, P. (2010). Numerical analysis for progressive collapse potential of a typical framed concrete building. International Journal of Civil & Environmental Engineering, 10(2), 36–42.
   Google Scholar
• Al-Salloum, Y. A., Abbas, H., Almusallam, T. H., Ngo, T., & Mendis, P. (2017). Progressive collapse analysis of a typical RC high-rise tower. Journal of King Saud University - Engineering Sciences, 29(4), 313–320. doi:10.1016/j.jksues.2017.06.005
   Google Scholar
• Al-Salloum, Y. A., Almusallam, T. H., Khawaji, M. Y., Ngo, T., Elsanadedy, H. M., & Abbas, H. (2015). Progressive collapse analysis of RC buildings against internal blast. Advances in Structural Engineering, 18(12), 2181–2192. doi:10.1260/1369-4332.18.12.2181
   Web of Science ®Google Scholar
• Al-Salloum, Y. A., Alrubaidi, M. A., Elsanadedy, H. M., Almusallam, T. H., & Iqbal, R. A. (2018). Strengthening of precast RC beam-column connections for progressive collapse mitigation using bolted steel plates. Engineering Structures, 161, 146–160. doi:10.1016/j.engstruct.2018.02.009
   Web of Science ®Google Scholar
• ASCE/SEI 41-06. (2006). Seismic rehabilitation of existing buildings. Reston, VA: American Society of Civil Engineers,.
   Google Scholar
• ASCE/SEI 7-16. (2016). Minimum design loads and associated criteria for buildings and other structures. Reston, VA: American Society of Civil Engineers,.
   Google Scholar
• Bao, Y., Lew, H. S., & Kunnath, S. K. (2014). Modeling of reinforced concrete assemblies under column-removal scenario. Journal of Structural Engineering, 140(1), 04013026. doi:10.1061/(ASCE)ST.1943-541X.0000773
   Web of Science ®Google Scholar
• Belytschko, T., Lin, J. I., & Chen-Shyh, T. (1984). Explicit algorithms for the nonlinear dynamics of shells. Computer Methods in Applied Mechanics and Engineering, 42(2), 225–251. doi:10.1016/0045-7825(84)90026-4
   Web of Science ®Google Scholar
• CEN. (2002). Eurocode 1, Actions on structures. Brussels, Belgium: European Committee for Standardization.
   Google Scholar
• Choi, H., & Kim, J. (2011). Progressive collapse-resisting capacity of RC beam–column sub-assemblage. Magazine of Concrete Research, 63(4), 297–310. doi:10.1680/macr.9.00170
   Web of Science ®Google Scholar
• de Witte, F. C. (2005). User’s manual – release 9. Delft, the Netherlands: TNO DIANA BV.
   Google Scholar
• DOD. (2005). Unified facilities criteria, design of building to resist progressive collapse, Department of Defense, USA.
   Google Scholar
• Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance of Constructed Facilities, 20(4), 315–323. doi:10.1061/(ASCE)0887-3828(2006)20:4(315)
   Web of Science ®Google Scholar
• Elsanadedy, H. M., Almusallam, T. H., Alharbi, Y. R., Al-Salloum, Y. A., & Abbas, H. (2014). Progressive collapse potential of a typical steel building due to blast attacks. Journal of Constructional Steel Research, 101, 143–157. doi:10.1016/j.jcsr.2014.05.005
   Web of Science ®Google Scholar
• Elsanadedy, H. M., Almusallam, T. H., Al-Salloum, Y. A., & Abbas, H. (2017). Investigation of precast RC beam-column assemblies under column-loss scenario. Construction and Building Materials, 142, 552–571. doi:10.1016/j.conbuildmat.2017.03.120
   Web of Science ®Google Scholar
• Elwood, K. J., & Eberhard, M. O. (2009). Effective stiffness of reinforced concrete columns. ACI Structural Journal, 106(4), 476–484.
   Web of Science ®Google Scholar
• ETABS. (2016). Computers and Structures, Inc. ETABS 2016 16.2.0 – extended 3D analysis of building systems. Berkeley, CA, USA.
   Google Scholar
• FEMA 356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings, Washington DC: Federal Emergency Management Agency.
   Google Scholar
• FEMA 426. (2003). Reference manual to mitigate potential terrorist attacks against buildings. Washington DC: US Federal Emergency Management Agency.
   Google Scholar
• GSA. (2013). Alternate path analysis & design guidelines for progressive collapse resistance. General Service Administration, The U.S. General Services Administration.
   Google Scholar
• IBC. (2000). International building code. International Code Council, Inc., International Conference of Building Officials, Whittier, CA.
   Google Scholar
• ISC. (2001). ISC Security criteria for new federal office buildings and major modernization projects. The Interagency Security Committee.
   Google Scholar
• Kang, S. B., & Tan, K. H. (2016). Analytical model for compressive arch action in horizontally restrained beam-column subassemblages. ACI Structural Journal, 113(4), 813–826. doi:10.14359/51688629
   Web of Science ®Google Scholar
• Kim, J., & An, D. (2009). Evaluation of progressive collapse potential of steel moment frames considering catenary action. The Structural Design of Tall and Special Buildings, 18(4), 455–465. doi:10.1002/tal.448
   Web of Science ®Google Scholar
• Kim, J., & Kim, T. (2009). Assessment of progressive collapse-resisting capacity of steel moment frames. Journal of Constructional Steel Research, 65(1), 169–179. doi:10.1016/j.jcsr.2008.03.020
   Web of Science ®Google Scholar
• Kim, J., & Yu, J. (2012). Analysis of reinforced concrete frames subjected to column loss. Magazine of Concrete Research, 64(1), 21–33. doi:10.1680/macr.2012.64.1.21
   Web of Science ®Google Scholar
• Lew, H. S., Bao, Y., Pujol, S., & Sozen, M. A. (2014). Experimental Study of Reinforced Concrete Assemblies under Column Removal Scenario. ACI Structural Journal, 111(4), 881–892. doi:10.14359/51686739
   Web of Science ®Google Scholar
• Lim, N. S., Tan, K. H., & Lee, C. K. (2017). Experimental studies of 3D RC substructures under exterior and corner column removal scenarios. Engineering Structures, 150, 409–427.
   Web of Science ®Google Scholar
• Liu, Y., Xu, L., & Grierson, D. E. (2008). Compound-element modeling accounting for semi-rigid connections and member plasticity. Engineering Structures, 30(5), 1292–1307. doi:10.1016/j.engstruct.2007.07.026
   Web of Science ®Google Scholar
• LS-DYNA (2007). Livermore Software Technology Corporation (LSTC). LS-DYNA user’s keyword manual (nonlinear dynamic analysis of structures in three dimensions) Vol. 1. Version 971, Livermore, CA: LSTC.
   Google Scholar
• Lu, X., Lin, K., Li, Y., Guan, H., Ren, P., & Zhou, Y. (2017). Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario. Engineering Structures, 149, 91–103. doi:10.1016/j.engstruct.2016.07.039
   Web of Science ®Google Scholar
• Marjanishvili, S., & Agnew, E. (2006). Comparison of various procedures for progressive collapse analysis. Journal of Performance of Constructed Facilities, 20(4), 365–374. doi:10.1061/(ASCE)0887-3828(2006)20:4(365)
   Web of Science ®Google Scholar
• Milner, D., Gran, J., Lawver, D., Vaughan, D., Vanadit-Ellis, W., & Levine, H. (2007). FLEX analysis and scaled testing for prediction of progressive collapse. In first international workshop on performance, protection & strengthening of structures under extreme loading (PROTECT 2007), Whistler, Canada.
   Google Scholar
• Murray, Y. D., Abu-Odeh, A., & Bligh, R. (2007). Evaluation of concrete material model 159. Report No. FHWA-HRT-05-063, US Department of Transportation, Federal Highway Administration National Transportation Systems Center, USA.
   Google Scholar
• Ngo, T., Mendis, P., Gupta, A., & Ramsay, J. (2007). Blast loading and blast effects on structures–an overview. Electronic Journal of Structural Engineering, 7(S1), 76–91.
   Google Scholar
• NRCC. (1995). National building code of Canada. Ottawa, Canada: National Research Council of Canada,.
   Google Scholar
• NZS 4203. (1992). Code of practice for general structural design and design loadings for buildings. New Zealand: New Zealand Standard.
   Google Scholar
• Paulay, T., & Priestley, M.J.N. (1992). Seismic design of reinforced concrete masonry buildings. New York, NY: John Willey & Sons.
   Google Scholar
• Pearson, C., & Delatte, N. (2005). Ronan point apartment tower collapse and its effect on building codes. Journal of Performance of Constructed Facilities, 19(2), 172–177. doi:10.1061/(ASCE)0887-3828(2005)19:2(172)
   Web of Science ®Google Scholar
• Sasani, M., Bazan, M., & Sagiroglu, S. (2007). Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure. ACI Structural Journal, 104(6), 731–739.
   Web of Science ®Google Scholar
• Sasani, M., & Kropelnicki, J. (2008). Progressive collapse analysis of an RC structure. The Structural Design of Tall and Special Buildings, 17(4), 757–771. doi:10.1002/tal.375
   Web of Science ®Google Scholar
• SBC 301. (2007). Loads & forces requirements. Saudi Building Code National Committee, Saudi Arabia.
   Google Scholar
• SBC 304. (2007). Concrete structures requirements, Saudi Building Code National Committee, Saudi Arabia.
   Google Scholar
• Tran, C. T. N., & Li, B. (2012). Initial stiffness of reinforced concrete columns with moderate aspect ratios. Advances in Structural Engineering, 15(2), 265–276. doi:10.1260/1369-4332.15.2.265
   Web of Science ®Google Scholar
• Tsai, M. H., & Lin, B. H. (2008). Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure. Engineering Structures, 30(12), 3619–3628. doi:10.1016/j.engstruct.2008.05.031
   Web of Science ®Google Scholar
• Xiao, Y., & Rui M. (1997). Seismic retrofit of RC circular columns using prefabricated composite jacketing. Journal of Structural Engineering, 123(10), 1357–1364. doi:10.1061/(ASCE)0733-9445(1997)123:10(1357)
   Web of Science ®Google Scholar
• Yi, W. J., He, Q. F., Xiao, Y., & Kunnath, S. K. (2008). Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Structural Journal, 105(4), 433–439.
   Web of Science ®Google Scholar
• Yu, J., Luo, L., & Li, Y. (2018). Numerical study of progressive collapse resistance of RC beam-slab substructures under perimeter column removal scenarios. Engineering Structures, 159, 14–27. doi:10.1016/j.engstruct.2017.12.038
   Web of Science ®Google Scholar
• Yu, J., Rinder, T., Stolz, A., Tan, K. H., & Riedel, W. (2014). Dynamic progressive collapse of an RC assemblage induced by contact detonation. Journal of Structural Engineering, 140(6), 04014014.
   Web of Science ®Google Scholar
• Yu, J., & Tan, K. H. (2013). Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures, 55, 90–106. doi:10.1016/j.engstruct.2011.08.040
   Web of Science ®Google Scholar
• Yu, J., & Tan, K. H. (2014). Analytical model for the capacity of compressive arch action of reinforced concrete sub-assemblages. Magazine of Concrete Research, 66(3), 109–126. doi:10.1680/macr.13.00217
   Web of Science ®Google Scholar
• Yu, J., & Tan, K. H. (2017). Structural behavior of reinforced concrete frames subjected to progressive collapse. ACI Structural Journal, 114(1), 63–74. doi:10.14359/51689424
   Web of Science ®Google Scholar
• Zheng et al. (2013). Chinese Patent No. CN 203230191 U, National Intellectual Property Administration, People’s Republic of China.
   Google Scholar