Skip to main content

2024 | OriginalPaper | Buchkapitel

Input Variable Selection of Artificial Neural Network for Prediction of Stresses in Extended Shear Tab Connection

verfasst von : Priti Satarkar, S. N. Londhe, P. R. Dixit

Erschienen in: Recent Developments in Structural Engineering, Volume 1

Verlag: Springer Nature Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

A connection with an extended shear tab (EST) must withstand both the shear and the moment transmitted from the supported beam. EST connection is widely used in beam-to-column flange and beam-to-girder web arrangements and it has shown to be both inexpensive and simple to install. The current paper presents Artificial Neural Network (ANN) to predict stress values in component parts of EST connections. The selection of the inputs is an important part of the development of an ANN. Three different input selection techniques, including Trial and Error, Correlation Analysis and Average Mutual Information (AMI) are used to determine the final inputs for the models. Trial and error is an efficient approach of selection of the inputs but its tedious method. Recently, correlation analysis between input variables and outcome variables has been used to choose inputs. However, linear correlation analysis makes it inappropriate for application in present case, as the issue at hand is non-linear. The AMI is a non-linear technique to measure the relationship between two variables. In the present study, inputs are chosen using all three aforementioned techniques and feed-forward ANN models are developed to predict stresses in each components of EST connection. ANN model shows an acceptable performance of correlation coefficient i.e., greater than 0.8 and low error measures i.e., RMSE less than 0.08 and MAE less than 0.07. To support this scatter plots also depicts the same results. The results show that, out of the three techniques, ANNs developed model using the AMI method produces the best outcomes.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Suleiman MF, Shahrooz BM, Herbert L, Bill FPJ, Thornton WA (2017) 3-D finite element modeling of extended single plate shear connections: predicting the mode of failure. Int J Steel Struct 17:525–534 Suleiman MF, Shahrooz BM, Herbert L, Bill FPJ, Thornton WA (2017) 3-D finite element modeling of extended single plate shear connections: predicting the mode of failure. Int J Steel Struct 17:525–534
2.
Zurück zum Zitat Sherman DR, Ghorbanpoor A (2002) Design of extended shear tabs. Final Report to American Institute of Steel Construction AISC: University of Wisconsin-Milwaukee, USA Sherman DR, Ghorbanpoor A (2002) Design of extended shear tabs. Final Report to American Institute of Steel Construction AISC: University of Wisconsin-Milwaukee, USA
3.
Zurück zum Zitat American Institute of Steel Construction AISC (2010) Manual of steel construction, 14th edn American Institute of Steel Construction AISC (2010) Manual of steel construction, 14th edn
4.
Zurück zum Zitat Ashakul A (2004) Finite element analysis of single plate shear connections. Doctor of Philosophy Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Virginia Ashakul A (2004) Finite element analysis of single plate shear connections. Doctor of Philosophy Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, Virginia
5.
Zurück zum Zitat Kirsten A, Metzger B (2006) Experimental verification of a new single plate shear connection design model. Master of Science thesis, Blacksburg, VA Kirsten A, Metzger B (2006) Experimental verification of a new single plate shear connection design model. Master of Science thesis, Blacksburg, VA
6.
Zurück zum Zitat Creech DD (2005) Behaviour of single-plate shear connections with rigid and flexible supports. Master's Thesis, North Carolina State University, Department of Civil and Environmental Engineering, Raleigh, NC Creech DD (2005) Behaviour of single-plate shear connections with rigid and flexible supports. Master's Thesis, North Carolina State University, Department of Civil and Environmental Engineering, Raleigh, NC
7.
Zurück zum Zitat Rahman A, Mahamid M, Amro A, Ghorbanpoor A (2007) The analyses of extended shear tab steel connections part I: the unstiffened connections. Engineering J AISC 44(2) Rahman A, Mahamid M, Amro A, Ghorbanpoor A (2007) The analyses of extended shear tab steel connections part I: the unstiffened connections. Engineering J AISC 44(2)
8.
Zurück zum Zitat Mahamid M, Hijaj M (2017) Behaviour of skewed extended shear tab connection part II: connection to supporting flange. J Constr Steel Res 128:462–472CrossRef Mahamid M, Hijaj M (2017) Behaviour of skewed extended shear tab connection part II: connection to supporting flange. J Constr Steel Res 128:462–472CrossRef
9.
Zurück zum Zitat Daneshvar H, Driver RG (2017) Behaviour of shear tab connections in column removal scenario. J Constr Steel Res 138:580–593CrossRef Daneshvar H, Driver RG (2017) Behaviour of shear tab connections in column removal scenario. J Constr Steel Res 138:580–593CrossRef
10.
Zurück zum Zitat Zidan AA (2015) Yi Liu: Numerical study of unstiffened extended shear tab connections. J Construct Steel Res 107:70–80CrossRef Zidan AA (2015) Yi Liu: Numerical study of unstiffened extended shear tab connections. J Construct Steel Res 107:70–80CrossRef
11.
Zurück zum Zitat Singh GK, Patel KA, Chaudhary S, Nagpal AK (2021) Methodology for rapid estimation of deflections in two-way reinforced concrete slabs considering cracking. Practice Periodi Struct Design Construct, ASCE 2(26):1–10 Singh GK, Patel KA, Chaudhary S, Nagpal AK (2021) Methodology for rapid estimation of deflections in two-way reinforced concrete slabs considering cracking. Practice Periodi Struct Design Construct, ASCE 2(26):1–10
12.
Zurück zum Zitat ABAQUS standard user’s manual, Hibbitt, Karlsson and Sorenson, Inc (2017) ABAQUS standard user’s manual, Hibbitt, Karlsson and Sorenson, Inc (2017)
13.
Zurück zum Zitat Ruffley DJ (2011) A finite element approach for modeling bolted top-and-seat angle components and moment connections. Master of Science thesis, University of Cincinnati, College of Engineering Ruffley DJ (2011) A finite element approach for modeling bolted top-and-seat angle components and moment connections. Master of Science thesis, University of Cincinnati, College of Engineering
14.
Zurück zum Zitat Satakar P, Londhe SN, Dixit PR (2021) Behaviour of extended shear tab connection subjected to concentrated loads. In: International Virtual Conference on Civil Engineering, Architecture and Sustainable Infrastructure, BBDU, Lucknow, Uttar Pradesh, India Satakar P, Londhe SN, Dixit PR (2021) Behaviour of extended shear tab connection subjected to concentrated loads. In: International Virtual Conference on Civil Engineering, Architecture and Sustainable Infrastructure, BBDU, Lucknow, Uttar Pradesh, India
15.
Zurück zum Zitat Bose NK, Liang P (1996) Neural network fundamentals with graphs, algorithms and applications. McGraw-Hill Series in Electrical and Computer Engineering Bose NK, Liang P (1996) Neural network fundamentals with graphs, algorithms and applications. McGraw-Hill Series in Electrical and Computer Engineering
16.
Zurück zum Zitat Zamani A, Solomatine D, Azimian A, Heemink A (2008) Learning from data for wind–wave forecasting. Ocean Eng 35:953–962CrossRef Zamani A, Solomatine D, Azimian A, Heemink A (2008) Learning from data for wind–wave forecasting. Ocean Eng 35:953–962CrossRef
Metadaten
Titel
Input Variable Selection of Artificial Neural Network for Prediction of Stresses in Extended Shear Tab Connection
verfasst von
Priti Satarkar
S. N. Londhe
P. R. Dixit
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-9625-4_40