Prediction of Catenary Action Capacity of RC Beam-Column Substructures under a Missing Column Scenario Using Evolutionary Algorithm
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ACI 318-14 (2014) Building code requirements for structural concrete. ACI 318-14, American Concrete Institute, Farmington Hills, MI, USA
Ahmadi R, Rashidian O, Abbasnia R, Mohajeri FN, Usefi N (2016) Experimental and numerical evaluation of progressive collapse behavior in scaled RC beam-column subassemblage. Shock and Vibration 2016:1–17, DOI: https://doi.org/10.1155/2016/3748435
Alogla K, Weekes L, Augusthus-Nelson L (2016) A new mitigation scheme to resist progressive collapse of RC structures. Construction and Building Materials 125:533–545, DOI: https://doi.org/10.1016/j.conbuildmat.2016.08.084
Azim I, Yang J, Bhatta S, Wang F, Liu QF (2020a) Factors influencing the progressive collapse resistance of RC frame structures. Journal of Building Engineering 27:100986, DOI: https://doi.org/10.1016/j.jobe.2019.100986
Azim I, Yang J, Iqbal MF, Javed MF, Nazar S, Wang F, Liu QF (2020b) Semi-analytical model for compressive arch action capacity of RC frame structures. Structures 27:1231–1245, DOI: https://doi.org/10.1016/j.istruc.2020.06.011
Azim I, Yang J, Javed MF, Iqbal MF, Mahmood Z, Wang F, Liu QF (2020c) Prediction model for compressive arch action capacity of RC frame structures under column removal scenario using gene expression programming. Structures 25:212–228, DOI: https://doi.org/10.1016/j.istruc.2020.02.028
Bazan ML (2008) Response of reinforced concrete elements and structures following loss of load bearing elements. PhD Thesis, Northeastern University, Boston, MA, USA
Cramer NL (1985) A representation for the adaptive generation of simple sequential programs. In: Grefenstette JJ (ed), Proceedings of the 1st international conference on genetic algorithm, 183–187
Deng X-F, Liang S-L, Fu F, Qian K (2020) Effects of high-strength concrete on progressive collapse resistance of reinforced concrete frame. Journal of Structural Engineering 146:4020078, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002628
Diao M, Li Y, Guan H, Lu XZ, Gilbert PB (2020) Influence of horizontal restraints on the behaviour of vertical disproportionate collapse of RC moment frames. Engineering Failure Analysis 109:104324, DOI: https://doi.org/10.1016/j.engfailanal.2019.104324
Elsanadedy HM (2019) Residual compressive strength of high-strength concrete exposed to elevated temperatures. Advances in Materials Science and Engineering 2019:1–12, DOI: https://doi.org/10.1155/2019/6039571
Elsayed WM, Moaty M, Issa ME (2019) Effect of reinforcing steel debonding on RC frame performance in resisting progressive collapse. HBRC Journal 12:242–254, DOI: https://doi.org/10.1016/j.hbrcj.2015.02.005
Elwell DJ, Fu G (1995) Compression testing of concrete: Cylinders vs. cubes. New York State Department of Transportation and Federal Highway Administration, Albany, NY, USA
Ferreira C (2001) Gene expression programming: A new adaptive algorithm for solving problems. Complex Systems 13:87–129
Ferreira C (2003) Function finding and the creation of numerical constants in gene expression programming. In: Benitez J, Cordon O, Hoffman F, Roy R (eds) Advances in soft computing. Springer, London, UK, 257–265
Ferreira C (2006) Gene expression programming: Mathematical modeling by an artificial intelligence. Springer, Berlin, Germany
Frank IE, Todeschini R (1994) The data analysis handbook. Elsevier, Amsterdam, The Netherlands
Fu F (2016) Structural analysis and design to prevent disproportionate collapse. Taylor & Francis Group, London, UK
Gandomi AH, Alavi AH, Mirzahosseini MR, Nejad FM (2011a) Nonlinear genetic-based models for prediction of flow number of asphalt mixtures. Journal of Materials in Civil Engineering 23:248–263, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000154
Gandomi AH, Alavi AH, Mousavi M, Tabatabaei SM (2011b) A hybrid computational approach to derive new ground-motion prediction equations. Engineering Applications of Artificial Intelligence 24:717–732, DOI: https://doi.org/10.1016/j.engappai.2011.01.005
Gandomi AH, Babanajad SK, Alavi AH, Farnam Y (2012) Novel approach to strength modeling of concrete under triaxial compression. Journal of Materials in Civil Engineering 24:1132–1143, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000494
Gandomi AH, Roke DA (2015) Assessment of artificial neural network and genetic programming as predictive tools. Advances in Engineering Software 88:63–72, DOI: https://doi.org/10.1016/j.advengsoft.2015.05.007
Golbraikh A, Tropsha A (2002) Beware of q2! Journal of Molecular Graphics and Modelling 20:269–276, DOI: https://doi.org/10.1016/S1093-3263(01)00123-1
Gandomi AH, Yun GJ, Alavi AH (2013) An evolutionary approach for modeling of shear strength of RC deep beams. Materials and Structures 46:2109–2119, DOI: https://doi.org/10.1617/s11527-013-0039-z
Harry OA, Lu Y (2019) Simplified theoretical model for prediction of catenary action incorporating strength degradation in axially restrained beams. Engineering Structures 191:219–228, DOI: https://doi.org/10.1016/j.engstruct.2019.04.043
He Q, Yi W (2008) Experimental study on collapse-resistant behavior of RC beam-column sub-structure considering catenary action. The 14th world conference on earthquake engineering, October 12–17, Beijing, China
Holland JH (1975) Adaptation in natural and artificial systems. University of Michigan Press, Ann Arbor, MI, USA
Iqbal MF, Liu Q, Azim I, Zhu X, Yang J, Javed MF, Rauf M (2020) Prediction of mechanical properties of green concrete incorporating waste foundry sand based on gene expression programming. Journal of Hazardous Materials 384:121322, DOI: https://doi.org/10.1016/j.jhazmat.2019.121322
Javed MF, Amin MN, Shah MI, Khan K, Iftikhar B, Farooq F, Fahid A, Allyousef R Alabduljabbar H (2020a) Applications of gene expression programming and regression techniques for estimating compressive strength of bagasse ash based concrete. Crystals 10(9):737, DOI: https://doi.org/10.3390/cryst10090737
Javed MF, Farooq F, Memon SA, Akbar A, Khan MA, Fahid A, Allyousef R, Alabduljabbar H, Rehman SKU (2020b) New prediction model for the ultimate axial capacity of concrete-filled steel tubes: An evolutionary approach. Crystals 10:741, DOI: https://doi.org/10.3390/cryst10090741
Jian H, Zheng Y (2014) Simplified models of progressive collapse response and progressive collapse-resisting capacity curve of RC beam-column substructures. Journal of Performance of Constructed Facilities 28:04014008, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000492
Kalfat R, Nazari A, Al-Mahaidi R, Sanjayan J (2016) Genetic programming in the simulation of Frp-to-concrete patch-anchored joints. Composite Structures 138:305–312, DOI: https://doi.org/10.1016/j.compstruct.2015.12.005
Kim J, Choi H (2015) Monotonic loading tests of RC beam-column subassemblage strengthened to prevent progressive collapse. International Journal of Concrete Structures and Materials 9:401–413, DOI: https://doi.org/10.1007/s40069-015-0119-2
Koza JR (1994) Genetic programming as a means for programming computers by natural selection. Statistics and Computing 4:87–112, DOI: https://doi.org/10.1007/BF00175355
Li Y, Lu XZ, Guan H, Ye L (2014) Progressive collapse resistance demand of reinforced concrete frames under catenary mechanism. ACI Structural Journal 111:1225–1234
Lim NS, Tan KH, Lee CK (2017a) Experimental studies of 3D RC substructures under exterior and corner column removal scenarios. Engineering Structures 150:409–427, DOI: https://doi.org/10.1016/j.engstruct.2017.07.041
Lim NS, Tan KH, Lee CK (2017b) Effects of rotational capacity and horizontal restraint on development of catenary action in 2-D RC frames. Engineering Structures 153:613–627, DOI: https://doi.org/10.1016/j.engstruct.2017.09.059
Lu XZ, 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: https://doi.org/10.1016/j.engstruct.2016.07.039
Murad Y (2020) Joint shear strength models for exterior RC beam-column connections exposed to biaxial and uniaxial cyclic loading. Journal of Building Engineering 30:101225, DOI: https://doi.org/10.1016/j.jobe.2020.101225
Murad YZ, Hunifat R, Wassel A-B (2020) Interior reinforced concrete beam-to-column joints subjected to cyclic loading: Shear strength prediction using gene expression programming. Case Studies in Construction Materials 13:e00432, DOI: https://doi.org/10.1016/j.cscm.2020.e00432
Murad Y, Imam R, Hajar HA, Hammad A, Shawash Z (2019) Predictive compressive strength models for green concrete. International Journal of Structural Integrity 11:169–184, DOI: https://doi.org/10.1108/IJSI-05-2019-0044
Nav FM, Abbasnia R, Rashidian O, Usefi N (2016) Theoretical resistance of RC frames under the column removal scenario considering high strain rates. Journal of Performance of Constructed Facilities 30:04016025, DOI: https://doi.org/10.1061/(ASCE)CE.1943-5509.0000867
Nyunn S, Wang F, Yang J, Liu QF, Azim I, Bhatta S (2020) Numerical studies on the progressive collapse resistance of multi-story RC buildings with and without exterior masonry walls. Structures 28:1050–1059, DOI: https://doi.org/10.1016/j.istruc.2020.07.049
Nyunn S, Yang J, Wang EL, Liu Q (2019) Nonlinear dynamic analysis on progressive collapse resistance of a multi-story reinforced concrete building with slab. In: Proceedings of the 2nd international conference in sutainable buildings and structures (ICSBS 2019). October 25–27, Suzhou, China, 121
Pan Y, Jiang J, Wang R, Cao H, Cui Y (2009) A novel QSPR model for prediction of lower flammability limits of organic compounds based on support vector machine. Journal of Hazardous Materials 168:962–969, DOI: https://doi.org/10.1016/j.jhazmat.2009.02.122
Pham AT, Tan KH (2016) Numerical and analytical studies on load-carrying mechanism of reinforced concrete beam-column structures against progressive collapse. Proceedings of the 11th fib international PhD symposium in civil engineering, August 29–31, Tokyo, Japan, 857–864
Pham AT, Tan KH (2017) A simplified model of catenary action in reinforced concrete frames under axially restrained conditions. Magazine of Concrete Research 69:1115–11134, DOI: https://doi.org/10.1680/jmacr.17.00009
Pham AT, Tan KH (2019) Static and dynamic responses of reinforced concrete structures under sudden column removal scenario subjected to distributed loading. Journal of Structural Engineering 145:04018235, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002214
Qian K, Li B (2012) Slab effects on response of reinforced concrete substructures after loss of corner column. ACI Structural Journal 109:845–856
Qian K, Li B (2015a) Quantification of slab influences on the dynamic performance of rc frames against progressive collapse. Journal of Performance of Constructed Facilities 29:1–11, DOI: https://doi.org/10.1061/(ASCE)CE.1943-5509.0000488
Qian K, Li B (2015b) Strengthening of multibay reinforced concrete flat slabs to mitigate progressive collapse. Journal of Structural Engineering 141:04014154, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001125
Qian K, Li B (2017) Dynamic and residual behavior of reinforced concrete floors following instantaneous removal of a column. Engineering Structures 148:175–184, DOI: https://doi.org/10.1016/j.engstruct.2017.06.059
Qian L, Li Y, Diao M, Guan H, Lu XZ (2020) Experimental and computational assessments of progressive collapse resistance of reinforced concrete planar frames subjected to penultimate column removal scenario. Journal of Performance of Constructed Facilities 34:04020019, DOI: https://doi.org/10.1061/(ASCE)CE.1943-5509.0001420
Qian K, Li B, Ma J (2015) Load-carrying mechanism to resist progressive collapse of RC buildings. Journal of Structural Engineering 141:04014107, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001046
Qian K, Li B, Zhang Z (2016) Influence of multicolumn removal on the behavior of RC floors. Journal of Structural Engineering 142:04016006, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001461
Qiang H, Yang J, Feng P, Qin W (2020) Kinked rebar configurations for improving the progressive collapse behaviours of RC frames under middle column removal scenarios. Engineering Structures 211:110425, DOI: https://doi.org/10.1016/j.engstruct.2020.110425
Qiu L, Lin F, Wu K (2020) Improving progressive collapse resistance of rc beam-column subassemblages using external steel cables. Journal of Performance of Constructed Facilities 34:04019079, DOI: https://doi.org/10.1061/(ASCE)CE.1943-5509.0001360
Rashidian O, Abbasnia R, Ahmadi R, Mohajeri Nav E (2016) Progressive collapse of exterior reinforced concrete beam-column sub-assemblages: Considering the effects of a transverse frame. International Journal of Concrete Structures and Materials 10:479–497, DOI: https://doi.org/10.1007/s40069-016-0167-2
Ren P, Li Y, Lu XZ, Guan H, Zhou Y (2016) Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam-slab substructures under a middle-column-removal scenario. Engineering Structures 118:28–40, DOI: https://doi.org/10.1016/j.engstruct.2016.03.051
Ren P, Li Y, Zhou Y, Lu XZ, Guan H (2014) Experimental study on the progressive collapse resistance of RC slabs. Structure congress 2014, April 3–5, Boston, MA, USA, 868–879
Saridemir M (2010) Genetic programming approach for prediction of compressive strength of concretes containing rice husk ash. Construction and Building Materials 24:1911–1919, DOI: https://doi.org/10.1016/j.conbuildmat.2010.04.011
Sasani M, Bazan M, Sagiroglu S (2007) Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure. ACI Structural Journal 104:731–739
Sasani M, Kazemi A, Sagiroglu S, Forest S (2011) Progressive collapse resistance of an actual 11-story structure subjected to severe initial damage. Journal of Structural Engineering 137:893–902, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000418
Shah S, Wang F, Yang J (2019) Numerical modelling of structural behaviour of transverse beam under interior column removal scenario. Proceedings of the 2nd international conference in sustainable buildings and structures, October 25–27, Suzhou, China, 127
Shahin MA, Maier HR, Jaksa MB (2005) Investigation into the robustness of artificial neural networks for a case study in civil engineering. MODSIM 2005 International Congress on Modelling and Simulation: Modelling and Simulation Society of Australia and New Zealand, 7983
Shahrara N, Çelik T, Gandomi AH (2017) Gene expression programming approach to cost estimation formulation for utility projects. Journal of Civil Engineering and Management 23:85–95, DOI: https://doi.org/10.3846/13923730.2016.1210214
Smith GN (1989) Probability and statistics in civil engineering. Collins Professional and Technical Books, London, UK
Smith PP (2016) An investigation into tensile membrane action as a means of emergency load redistribution. PhD Thesis, University of Southampton, Southampton, UK
Su Y, Tian Y, Song X (2009) Progressive collapse resistance of axially-restrained frame beams. ACI Structural Journal 106:600–607
Tropsha A, Gramatica P, Gombar VK (2003) The importance of being earnest: Validation is the absolute essential for successful application and interpretation of QSPR models. QSAR and Combinatorial Science 22:69–77, DOI: https://doi.org/10.1002/qsar.200390007
Tsai M-H, Chang Y-T (2015) Collapse-resistant performance of RC beam-column sub-assemblages with varied section depth and stirrup spacing. The Structural Design of Tall and Special Buildings 24:555–570, DOI: https://doi.org/10.1002/tal.1199
Tsai M-H, Lu J-K, Huang B-H (2013) Effect of bar cutoff on the arch and catenary actions of RC beams under gravitational loadings. Proceedings of the thirteenth East Asia-Pacific conference on structural engineering and construction (EASEC-13), September 11–13, Sapporo, Japan
Vieira A de A, Triantafyllou SP, Bournas DA (2020) Strengthening of RC frame subassemblies against progressive collapse using TRM and NSM reinforcement. Engineering Structures 207:110002, DOI: https://doi.org/10.1016/j.engstruct.2019.110002
Wang S, Kang S-B (2019) Analytical investigation on catenary action in axially-restrained reinforced concrete beams. Engineering Structures 192:145–155, DOI: https://doi.org/10.1016/j.engstruct.2019.05.008
Wang F, Yang J, Nyunn S, Azim I (2020a) Effect of concrete infill walls on the progressive collapse performance of precast concrete framed substructures. Journal of Building Engineering 32:101461, DOI: https://doi.org/10.1016/j.jobe.2020.101461
Wang F, Yang J, Pan Z (2020b) Progressive collapse behaviour of steel framed substructures with various beam-column connections. Engineering Failure Analysis 109:104399, DOI: https://doi.org/10.1016/j.engfailanal.2020.104399
Wang F, Yang J, Shah S (2020c) Effect of horizontal restraints on progressive collapse resistance of precast concrete beam-column framed substructures. KSCE Journal of Civil Engineering 24(3): 879–889, DOI: https://doi.org/10.1007/s12205-020-1035-9
Weng J, Lee CK, Tan KH, Lim NS (2017) Damage assessment for reinforced concrete frames subject to progressive collapse. Engineering Structures 149:147–160, DOI: https://doi.org/10.1016/j.engstruct.2016.07.038
Weng YH, Qian K, Fu F, Fang Q (2020) Numerical investigation on load redistribution capacity of flat slab substructures to resist progressive collapse. Journal of Building Engineering 29:101109, DOI: https://doi.org/10.1016/j.jobe.2019.101109
Xiao H, Hedegaard B (2018) Flexural, compressive arch, and catenary mechanisms in pseudostatic progressive collapse analysis. Journal of Performance of Constructed Facilities 32:04017115, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001110
Yang T, Chen W, Han Z (2020) Experimental investigation of progressive collapse of prestressed concrete frames after the loss of middle column. Advances in Civil Engineering, DOI: https://doi.org/10.1155/2020/8219712
Yu J, Gan Y-P, Wu J, Wu H (2019) Effect of concrete masonry infill walls on progressive collapse performance of reinforced concrete infilled frames. Engineering Structures 191:179–193, DOI: https://doi.org/10.1016/j.engstruct.2019.04.048
Yu J, Tan KH (2010) Macromodel-based simulation of catenary action of RC beam-column sub-assemblages. In: Proceedings of the 3rd fib international congress 2010, Washington DC, USA
Yu J, Tan KH (2013a) Structural behavior of RC beam-column subassemblages under a middle column removal scenario. Journal of Structural Engineering 139:233–250, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000658
Yu J, Tan KH (2013b) Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures 55:90–106, DOI: https://doi.org/10.1016/j.engstruct.2011.08.040
Yu J, Tan KH (2014) Special detailing techniques to improve structural resistance against progressive collapse. Journal of Structural Engineering 140:04013077, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000886
Yu J, Tan KH (2017) Structural behavior of reinforced concrete frames subjected to progressive collapse. ACI Structural Journal 114:63–74