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Published in: Soft Computing 15/2020

03-01-2020 | Methodologies and Application

Proposed soft computing models for moment capacity prediction of reinforced concrete columns

Published in: Soft Computing | Issue 15/2020

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Abstract

Computational intelligence (CI) is a powerful approach to determine the response values of complex systems. Despite their benefits, the way to reach the solution in these approaches is difficult and cannot be expressed in a clear and simple formulation. In recent years, some methods have been proposed to provide simple and efficient mathematical forms in such approaches. In this paper, five of these methods are investigated to estimate the amount of moment capacity in rectangular concrete columns based on the extracted equations of CI. To train, validate and also test the proposed equations, a set of experimental laboratory tests of RC columns were collected from PEER database, and then mathematical frameworks for calculating the target were extracted. The obtained results of the proposed structures are also compared with each other, and it was concluded that all methods with high accuracy were able to estimate the moment capacity, but equation-based neuro-fuzzy system had better results than other presented models. The proposed equations are very powerful tools for determining the final capacity of RC columns as a key element in concrete structures.

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Literature
go back to reference Ang BG (1981) Ductility of reinforced concrete bridge piers under seismic loading. Department of Civil Engineering, University of Canterbury, Christchurch Ang BG (1981) Ductility of reinforced concrete bridge piers under seismic loading. Department of Civil Engineering, University of Canterbury, Christchurch
go back to reference Atalay MB, Penzien J (1975) The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force. University of California, Berkeley Atalay MB, Penzien J (1975) The seismic behavior of critical regions of reinforced concrete components as influenced by moment, shear and axial force. University of California, Berkeley
go back to reference Bayrak O (1998) Seismic performance of rectilinearly confined high strength concrete columns. National Library of Canada = Bibliothèque nationale du Canada Bayrak O (1998) Seismic performance of rectilinearly confined high strength concrete columns. National Library of Canada = Bibliothèque nationale du Canada
go back to reference Bayrak O, Sheikh S (1996) Confinement steel requirements for high strength concrete columns. In: 11th world conference on earthquake engineering, Acapulco, Mexico Bayrak O, Sheikh S (1996) Confinement steel requirements for high strength concrete columns. In: 11th world conference on earthquake engineering, Acapulco, Mexico
go back to reference Berry M, Parrish M, Eberhard M (2004) PEER structural performance database user’s manual (version 1.0). University of California, Berkeley Berry M, Parrish M, Eberhard M (2004) PEER structural performance database user’s manual (version 1.0). University of California, Berkeley
go back to reference Galeota D, Giammatteo M, Marino R (1996) Seismic resistance of high strength concrete columns. In: 11th world conference on earthquake engineering, Acapulco, Mexico Galeota D, Giammatteo M, Marino R (1996) Seismic resistance of high strength concrete columns. In: 11th world conference on earthquake engineering, Acapulco, Mexico
go back to reference Gill WD (1979) Ductility of rectangular reinforced concrete columns with axial load. Department of Civil Engineering, University of Canterbury, Christchurch Gill WD (1979) Ductility of rectangular reinforced concrete columns with axial load. Department of Civil Engineering, University of Canterbury, Christchurch
go back to reference Guide to simplified design for reinforced concrete building (2012) (trans: 314 AC). American concrete institute, USA Guide to simplified design for reinforced concrete building (2012) (trans: 314 AC). American concrete institute, USA
go back to reference Kabeyasawa T, Kabeyasawa T, Kim Y (2010) Progressive collapse simulation of reinforced concrete buildings using column models with strength deterioration after yielding. In: Paper presented at the ATC and SEI conference on improving the seismic performance of existing buildings and other structures Kabeyasawa T, Kabeyasawa T, Kim Y (2010) Progressive collapse simulation of reinforced concrete buildings using column models with strength deterioration after yielding. In: Paper presented at the ATC and SEI conference on improving the seismic performance of existing buildings and other structures
go back to reference Kanda M, Shirai N, Adachi H, Sato T (1988) Analytical study on elasto-plastic hysteretic behaviors of reinforced concrete members. Trans Jpn Concr Inst 10(1):257–264 Kanda M, Shirai N, Adachi H, Sato T (1988) Analytical study on elasto-plastic hysteretic behaviors of reinforced concrete members. Trans Jpn Concr Inst 10(1):257–264
go back to reference Kono S, Watanabe F (2000) Damage evaluation of reinforced concrete columns under multiaxial cyclic loadings. In: The second US-Japan workshop on performance-based earthquake engineering methodology for reinforced concrete building structures, pp 221–231 Kono S, Watanabe F (2000) Damage evaluation of reinforced concrete columns under multiaxial cyclic loadings. In: The second US-Japan workshop on performance-based earthquake engineering methodology for reinforced concrete building structures, pp 221–231
go back to reference Kono S, Bechtoula H, Sakashita M, Tanaka H, Watanabe F, Eberhard M (2006) Damage assessment of reinforced concrete columns under high axial loading, vol 165. ACI Special Publications, Farmington Hills Kono S, Bechtoula H, Sakashita M, Tanaka H, Watanabe F, Eberhard M (2006) Damage assessment of reinforced concrete columns under high axial loading, vol 165. ACI Special Publications, Farmington Hills
go back to reference Legeron F, Paultre P (2000) Behavior of high-strength concrete columns under cyclic flexure and constant axial load. ACI Struct J 97(4):591–601 Legeron F, Paultre P (2000) Behavior of high-strength concrete columns under cyclic flexure and constant axial load. ACI Struct J 97(4):591–601
go back to reference Matamoros AB (1999) Study of drift limits for high-strength concrete columns. University of Illinois, Urbana-Champaign Matamoros AB (1999) Study of drift limits for high-strength concrete columns. University of Illinois, Urbana-Champaign
go back to reference Mirrashid M, Givehchi M, Miri M, Madandoust R (2016) Performance investigation of neuro-fuzzy system for earthquake prediction. Asian J Civil Eng (BHRC) 17(2):213–223 Mirrashid M, Givehchi M, Miri M, Madandoust R (2016) Performance investigation of neuro-fuzzy system for earthquake prediction. Asian J Civil Eng (BHRC) 17(2):213–223
go back to reference Mostafaei H, Vecchio FJ, Kabeyasawa T (2009) A simplified axial-shear-flexure interaction approach for load and displacement capacity of reinforced concrete columns. In: Conference on improving the seismic performance of existing buildings and other structures. Berkeley, CA, USA, pp 753–764 Mostafaei H, Vecchio FJ, Kabeyasawa T (2009) A simplified axial-shear-flexure interaction approach for load and displacement capacity of reinforced concrete columns. In: Conference on improving the seismic performance of existing buildings and other structures. Berkeley, CA, USA, pp 753–764
go back to reference Muguruma H, Watanabe F, Komuro T (1989) Applicability of high strength concrete to reinforced concrete ductile column. Trans Jpn Concr Inst 11(1):309–316 Muguruma H, Watanabe F, Komuro T (1989) Applicability of high strength concrete to reinforced concrete ductile column. Trans Jpn Concr Inst 11(1):309–316
go back to reference Nauck D, Klawonn F, Kruse R (1997) Foundations of neuro-fuzzy systems. Wiley, HobokenMATH Nauck D, Klawonn F, Kruse R (1997) Foundations of neuro-fuzzy systems. Wiley, HobokenMATH
go back to reference Nosho K, Stanton J, MacRae G (1996) Retrofit of rectangular reinforced concrete columns using Tonen Forca tow sheet carbon fiber wrapping. Report No SGEM:96-92 Nosho K, Stanton J, MacRae G (1996) Retrofit of rectangular reinforced concrete columns using Tonen Forca tow sheet carbon fiber wrapping. Report No SGEM:96-92
go back to reference Ohno T, Nishioka T (1984) An experimental study on energy absorption capacity of columns in reinforced concrete structures. Proc JSCE Struct Eng Earthq Eng 1(2):137–147 Ohno T, Nishioka T (1984) An experimental study on energy absorption capacity of columns in reinforced concrete structures. Proc JSCE Struct Eng Earthq Eng 1(2):137–147
go back to reference Park R, Paulay T (1990) Use of interlocking spirals for transverse reinforcement in bridge columns. Strength Ductility Concr Substruct Bridges RRU Road Res Unit Bull 84(1):77–92 Park R, Paulay T (1990) Use of interlocking spirals for transverse reinforcement in bridge columns. Strength Ductility Concr Substruct Bridges RRU Road Res Unit Bull 84(1):77–92
go back to reference Paultre P, Legeron F, Mongeau D (2001) Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns. Struct J 98(4):490–501 Paultre P, Legeron F, Mongeau D (2001) Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns. Struct J 98(4):490–501
go back to reference Pujol S (2002) Drift capacity of reinforced concrete columns subjected to displacement reversals. Purdue University, West Lafayette Pujol S (2002) Drift capacity of reinforced concrete columns subjected to displacement reversals. Purdue University, West Lafayette
go back to reference Saatcioglu M, Grira M (1999) Confinement of reinforced concrete columns with welded reinforced grids. Struct J 96(1):29–39 Saatcioglu M, Grira M (1999) Confinement of reinforced concrete columns with welded reinforced grids. Struct J 96(1):29–39
go back to reference Saatcioglu M, Ozcebe G (1989) Response of reinforced concrete columns to simulated seismic loading. Struct J 86(1):3–12 Saatcioglu M, Ozcebe G (1989) Response of reinforced concrete columns to simulated seismic loading. Struct J 86(1):3–12
go back to reference Sakai Y (1990) Experimental studies on flexural behavior of reinforced concrete columns using high-strength concrete. Japan Concrete Institute, Sapporo Sakai Y (1990) Experimental studies on flexural behavior of reinforced concrete columns using high-strength concrete. Japan Concrete Institute, Sapporo
go back to reference Sezen H, Lodhi M (2009) Response estimation of non-ductile reinforced concrete columns subjected to lateral loads. In: ATC-SEI conference on improving the seismic performance of existing buildings and other structures. San Francisco, USA, pp 9–11 Sezen H, Lodhi M (2009) Response estimation of non-ductile reinforced concrete columns subjected to lateral loads. In: ATC-SEI conference on improving the seismic performance of existing buildings and other structures. San Francisco, USA, pp 9–11
go back to reference Soesianawati M (1986) Limited ductility design of reinforced concrete columns. Department of Civil Engineering, University of Canterbury, Christchurch Soesianawati M (1986) Limited ductility design of reinforced concrete columns. Department of Civil Engineering, University of Canterbury, Christchurch
go back to reference Sugano S (1996) Seismic behavior of reinforced concrete columns which used ultra-high-strength concrete. In: Proceedings of the 11th world conference on earthquake engineering Sugano S (1996) Seismic behavior of reinforced concrete columns which used ultra-high-strength concrete. In: Proceedings of the 11th world conference on earthquake engineering
go back to reference Takemura H, Kawashima K (1997) Effect of loading hysteresis on ductility capacity of reinforced concrete bridge piers. J Struct Eng 43:849–858 Takemura H, Kawashima K (1997) Effect of loading hysteresis on ductility capacity of reinforced concrete bridge piers. J Struct Eng 43:849–858
go back to reference Tanaka H (1990) Effect of lateral confining reinforcement on the ductile behaviour of reinforced concrete columns. University of Canterbury, Christchurch Tanaka H (1990) Effect of lateral confining reinforcement on the ductile behaviour of reinforced concrete columns. University of Canterbury, Christchurch
go back to reference Thomson JH, Wallace JW (1994) Lateral load behavior of reinforced concrete columns constructed using high-strength materials. Struct J 91(5):605–615 Thomson JH, Wallace JW (1994) Lateral load behavior of reinforced concrete columns constructed using high-strength materials. Struct J 91(5):605–615
go back to reference Wang P, Han Q, Du X (2014) Experimental study on circular RC bridge columns under combined cyclic flexural and torsional loadings. In: International efforts in lifeline earthquake engineering, ASCE, pp 417–424 Wang P, Han Q, Du X (2014) Experimental study on circular RC bridge columns under combined cyclic flexural and torsional loadings. In: International efforts in lifeline earthquake engineering, ASCE, pp 417–424
go back to reference Watson S, Park R (1989) Design of reinforced concrete frames of limited ductility. Department of Civil Engineering, University of Canterbury, Christchurch Watson S, Park R (1989) Design of reinforced concrete frames of limited ductility. Department of Civil Engineering, University of Canterbury, Christchurch
go back to reference Zahn FA (1985) Design of reinforced concrete bridge columns for strength and ductility. Department of Civil Engineering, University of Canterbury, Christchurch Zahn FA (1985) Design of reinforced concrete bridge columns for strength and ductility. Department of Civil Engineering, University of Canterbury, Christchurch
go back to reference Zhou X, Satoh T, Jiang W, Ono A, Shimizu Y (1987) Behavior of reinforced concrete short column under high axial load. Trans Jpn Concr Inst 9(2):541–548 Zhou X, Satoh T, Jiang W, Ono A, Shimizu Y (1987) Behavior of reinforced concrete short column under high axial load. Trans Jpn Concr Inst 9(2):541–548
Metadata
Title
Proposed soft computing models for moment capacity prediction of reinforced concrete columns
Publication date
03-01-2020
Published in
Soft Computing / Issue 15/2020
Print ISSN: 1432-7643
Electronic ISSN: 1433-7479
DOI
https://doi.org/10.1007/s00500-019-04634-8

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