Steel and Composite Structures

  • 제41권6호
  • /
  • Pages.831-850
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  • 2021
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Moment-rotational analysis of soil during mining induced ground movements by hybrid machine learning assisted quantification models of ELM-SVM

  • Dai, Bibo (School of Resources and Civil Engineering, Northeastern University) ;
  • Xu, Zhijun (School of Civil Engineering, Henan University of Technology) ;
  • Zeng, Jie (Chongqing Jianzhu College, Academy of Traffic and Municipal Engineering) ;
  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Rahimi, Abouzar (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Pourkhorshidi, Sara (Civil Engineering Department, Sahand University of Technology) ;
  • Khadimallah, Mohamed Amine (Prince Sattam Bin Abdulaziz University, College of Engineering, Civil Engineering Department) ;
  • Zhao, Xingdong (School of Resources and Civil Engineering, Northeastern University) ;
  • El-Arab, Islam Ezz (Structural engineering, Faculty of engineering, Tanta University)
  • 투고 : 2019.04.20
  • 심사 : 2021.09.29
  • 발행 : 2021.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Surface subsidence caused by mining subsidence has an impact on neighboring structures and utilities. In other words, subsurface voids created by mining or tunneling activities induce soil movement, exposing buildings to physical and/or functional destruction. Soil-structure is evaluated employing probability distribution laws to account for their uncertainty and complexity to estimate structural vulnerability. In this study, to investigate the displacement field and surface settlement profile caused by mining subsidence, on the basis of a Winklersoil model, analytical equations for the moment-rotation response ofsoil during mining induced ground movements are developed. To define the full static moment-rotation response, an equation for the uplift-yield state is constructed and integrated with equations for the uplift- and yield-only conditions. The constructed model's findings reveal that the inverse of the factor of safety (x) has a considerable influence on the moment-rotation curve. The maximal moment-rotation response of the footing is defined by X = 0:6. Despite the use of Winkler model, the computed moment-rotation response results derived from the literature were analyzed through the ELM-SVM hybrid of Extreme Learning Machine (ELM) and Support Vector Machine (SVM). Also, Monte Carlo simulations are used to apply continuous random parameters to assess the transmission of ground motions to structures. Following the findings of RMSE and R2, the results show that the choice of probabilistic laws of input parameters has a substantial impact on the outcome of analysis performed.

키워드

과제정보

The authors express their gratitude to the National Natural Science Foundation of China (No. 51978247) and Key Science and Technology Projects of Henan Province (No. 202102310242).

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  171. Shariati, A., Hosseini, S.H.S., Bayrami, S.S., Ebrahimi, F. and Toghroli, A. (2021b), "Effect of residual surface stress on parametrically excited nonlinear dynamics and instability of viscoelastic piezoelectric nanoelectromechanical resonators", Eng. Comput., 37(3), 1835-1850. https://doi.org/10.1007/s00366-019-00916-9.
  172. Shariati, A., Hosseini, S.H.S., Ebrahimi, F. and Toghroli, A. (2021c), "Nonlinear dynamics and vibration of reinforced piezoelectric scale-dependent plates as a class of nonlinear Mathieu-Hill systems: parametric excitation analysis", Eng. Comput., 37(3), 2285-2301. https://doi.org/10.1007/s00366-020-00942-y.
  173. Shariati, A., Jung, D. W., Mohammad-Sedighi, H., Zur, K.K., Habibi, M. and Safa, M. (2020h), "On the vibrations and stability of moving viscoelastic axially functionally graded nanobeams", Mater., 13(7), 1707. https://doi.org/10.3390/ma13071707.
  174. Shariati, A., Jung, D.W., Mohammad-Sedighi, H., Zur, K.K., Habibi, M. and Safa, M. (2020i), "Stability and dynamics of viscoelastic moving Rayleigh beams with an asymmetrical distribution of material parameters", Symmetry-Basel, 12(4), 586. https://doi.org/10.3390/sym12040586.
  175. Shariati, A., Qaderi, S., Ebrahimi, F. and Toghroli, A. (2020j), "On buckling characteristics of polymer composite plates reinforced with graphene platelets", Eng. Comput., 1-12. https://doi.org/10.1007/s00366-020-00992-2.
  176. Shariati, A., Shariati, M., Sulong, N.H.R., Suhatril, M., Khanouki, M.M.A. and Mahoutian, M. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52(0), 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036.
  177. Shariati, A., Sulong, N.H.R., Suhatril, M. and Shariati, M. (2012a), "Various types of shear connectors in composite structures: a review", Int. J. Physic. Sci., 7(22), 2876-2890. https://doi.org/10.5897/IJPSx11.004.
  178. Shariati, M. (2008), Assessment Building Using None-destructive Test Techniques (ultra Sonic Pulse Velocity and Schmidt Rebound Hammer), Universiti Putra Malaysia.
  179. Shariati, M. (2013), Behaviour of C-shaped Shear Connectors in Stell Concrete Composite Beams, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  180. Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., 19(6), 473. https://doi.org/10.12989/gae.2019.19.6.473.
  181. Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2020k), "Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load", Geomech. Eng., 20(2), 87-101. https://doi.org/10.12989/gae.2020.20.2.087.
  182. Shariati, M., Davoodnabi, S.M., Toghroli, A., Kong, Z.Y. and Shariati, A. (2021d), "Hybridization of metaheuristic algorithms with adaptive neuro-fuzzy inference system to predict load-slip behavior of angle shear connectors at elevated temperatures", Compos. Struct., 278, 114524 https://doi.org/10.1016/j.compstruct.2021.114524.
  183. Shariati, M., Faegh, S.S., Mehrabi, P., Bahavarnia, S., Zandi, Y., Masoom, D.R., Toghroli, A., Trung, N.T. and Salih, M.N.A. (2019b), "Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings", Steel Compos. Struct., 33(4), 569-581. https://doi.org/10.12989/scs.2019.33.4.569.
  184. Shariati, M., Ghorbani, M., Naghipour, M., Alinejad, N. and Toghroli, A. (2020l), "The effect of RBS connection on energy absorption in tall buildings with braced tube frame system", Steel Compos. Struct., 34(3), 393. https://doi.org/10.12989/scs.2020.34.3.393.
  185. Shariati, M., Grayeli, M., Shariati, A. and Naghipour, M. (2020m). "Performance of composite frame consisting of steel beams and concrete filled tubes under fire loading", Steel Compos. Struct., 36(5), 587-602. https://doi.org/10.12989/scs.2020.36.5.587.
  186. Shariati, M., Heyrati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N.A. and Poi-Ngian, S. (2019c), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., 24(4), 553-566. https://doi.org/10.12989/sss.2019.24.4.553.
  187. Shariati, M., Lagzian, M., Maleki, S., Shariati, A. and Trung, N.T. (2020n), "Evaluation of seismic performance factors for tension-only braced frames", Steel Compos. Struct., 35(4), 599-609. https://doi.org/10.12989/scs.2020.35.4.599.
  188. Shariati, M., Mafipour, M.S., Ghahremani, B., Azarhomayun, F., Ahmadi, M., Trung, N.T. and Shariati, A. (2020o), "A novel hybrid extreme learning machine-grey wolf optimizer (ELMGWO) model to predict compressive strength of concrete with partial replacements for cement", Eng. Comput., 1-23. https://doi.org/10.1007/s00366-020-01081-0.
  189. Shariati, M., Mafipour, M.S., Haido, J.H., Yousif, S.T., Toghroli, A., Trung, N.T. and Shariati, A. (2020p), "Identification of the most influencing parameters on the properties of corroded concrete beams using an Adaptive Neuro-Fuzzy Inference System (ANFIS)", Steel Compos. Struct., 34(1), 155-170. https://doi.org/10.12989/scs.2020.34.1.155.
  190. Shariati, M., Mafipour, M.S., Mehrabi, P., Ahmadi, M., Wakil, K., Trung, N.T. and Toghroli, A. (2020), "Prediction of concrete strength in presence of furnace slag and fly ash using Hybrid ANN-GA (Artificial Neural Network-Genetic Algorithm)." Smart Struct. Syst. 25(2), 183-195. https://doi.org/10.12989/sss.2020.25.2.183.
  191. Shariati, M., Mafipour, M.S., Mehrabi, P., Bahadori, A., Zandi, Y., Salih, M.N. and Poi-Ngian, S. (2019d), "Application of a Hybrid Artificial Neural Network-Particle Swarm Optimization (ANN-PSO) Model in Behavior Prediction of Channel Shear Connectors Embedded in Normal and High-Strength Concrete", Appl. Sci.-Basel, 9(24), 5534. https://doi.org/10.3390/app9245534.
  192. Shariati, M., Mafipour, M.S., Mehrabi, P., Shariati, A., Toghroli, A., Trung, N.T. and Salih, M.N. (2020r), "A novel approach to predict shear strength of tilted angle connectors using artificial intelligence techniques", Eng. Comput., 1-21. https://doi.org/10.1007/s00366-019-00930-x.
  193. Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A. and Poi-Ngian, S. (2019e), "Application of Extreme Learning Machine (ELM) and Genetic Programming (GP) to design steel-concrete composite floor systems at elevated temperatures", Steel Compos. Struct. 33(3), 319-332 https://doi.org/10.12989/scs.2019.33.3.319.
  194. Shariati, M., Naghipour, M., Yousofizinsaz, G., Toghroli, A. and Tabarestani, N.P. (2020s), "Numerical study on the axial compressive behavior of built-up CFT columns considering different welding lines", Steel Compos. Struct. 34(3), 377-391 https://doi.org/10.12989/scs.2020.34.3.377.
  195. Shariati, M., Rafie, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Mehrabi, P. and Poi-Ngian, S. (2019), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Advan. Concrete Construct., 8(3), 225-237. https://doi.org/10.12989/acc.2019.8.3.225.
  196. Shariati, M., Ramli-Sulong, N.H., Arabnejad, M.M., Shafigh, P. and Sinaei, H. (2011a), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Sci. Res. Essays, 6(1), 213-220. https://doi.org/10.5897/SRE10.879.
  197. Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Fifth Int. Confer. Eng. Fail. Anal., Hague, July.
  198. Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proc. 4th Int. Conf. Steel Compos. Struct., Sydney, July.
  199. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011c), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proce. 2011 World Congress Advan. Struct. Eng. Mech.
  200. Shariati, M., Ramli Sulong, N.H., Arabnejad, M.M.K.H. and Mahoutian, M. (2011), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Sci. Res. Essays, 6(4), 977-983.
  201. Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and analytical study)", Adv. Mater. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.
  202. Shariati, M., Shariati, A., Sulong, N.R., Suhatril, M. and Khanouki, M.A. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134 https://doi.org/10.1016/j.engfailanal.2014.02.017.
  203. Shariati, M., Shariati, A., Trung, N.T., Shoaei, P., Ameri, F., Bahrami, N. and Zamanabadi, S.N. (2020t), "Alkali-activated slag (AAS) paste: Correlation between durability and microstructural characteristics", Construct. Build. Mater., 120886. https://doi.org/10.1016/j.conbuildmat.2020.120886.
  204. Shariati, M., Sulong, N.R. and Khanouki, M.A. (2012c), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331 https://doi.org/10.1016/j.matdes.2011.08.008.
  205. Shariati, M., Sulong, N.R., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. https://doi.org/10.1617/s11527-015-0762-8.
  206. Shariati, M., Sulong, N.R., Shariati, A. and Kueh, A.B.H. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Construct. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102.
  207. Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2012), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039.
  208. Shariati, M., Sulong, N.R., Suhatril, M., Shariati, A., Khanouki, M.A. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Construct. Build. Mater., 38, 582-593 https://doi.org/10.1016/j.conbuildmat.2012.07.050.
  209. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014.
  210. Shariati, M., Tahmasbi, F., Mehrabi, P., Bahadori, A. and Toghroli, A. (2020), "Monotonic behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation", Steel Compos. Struct. 35(2), 237-247. https://doi.org/10.12989/scs.2020.35.2.237.
  211. Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Fifth Int. Confer. Advan. Civil, Struct. Mech. Eng.-CSM 2017.
  212. Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Compos. Struct. 31(5), 427-435. https://doi.org/10.12989/scs.2019.31.5.427.
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  214. Sinaei, H., Jumaat, M.Z. and Shariati, M. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579. https://doi.org/10.5897/IJPS11.1225.
  215. Sinaei, H., Shariati, M., Abna, A. H., Aghaei, M. and Shariati, A. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Sci. Res. Essays 7(21), 2002-2009. https://doi.org/10.5897/SRE11.1393.
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  223. Toghroli, A., Mehrabi, P., Shariati, M., Trung, N.T., Jahandari, S. and Rasekh, H. (2020), "Evaluating the use of recycled concrete aggregate and pozzolanic additives in fiber-reinforced pervious concrete with industrial and recycled fibers", Construct. Build. Mater., 252, 118997. http://doi.org/10.1016/j.conbuildmat.2020.118997.
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  225. Toghroli, A., Nasirianfar, M.S., Shariati, A., Khorami, M., Paknahad, M., Ahmadi, M. and Zandi, Y. (2020b), "Analysis of extended end plate connection equipped with SMA bolts using component method", Steel Compos. Struct. 36(2), 213-228. http://doi.org/10.12989/scs.2020.36.2.213.
  226. Toghroli, A., Shariati, M., Karim, M.R. and Ibrahim, Z. (2017), "Investigation on composite polymer and silica fume-rubber aggregate pervious concrete", Fifth Int. Confer. Advan. Civil, Struct. Mech. Eng. - CSM 2017, Zurich, Switzerland.
  227. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018b), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst. 22(4), 433-440. http://doi.org/10.12989/sss.2018.22.4.433.
  228. Toghroli, A., Suhatril, M., Ibrahim, Z., Safa, M., Shariati M. and Shamshirband, S. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intel. Manufact., 29(8), 1793-1801. http://doi.org/10.1007/s10845-016-1217-y.
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  230. Trung, N.T., Shahgoli, A.F., Zandi, Y., Shariati, M., Wakil, K., Safa, M. and Khorami, M. (2019), "Moment-rotation prediction of precast beam-to-column connections using extreme learning machine", Struct. Eng. Mech. 70(5), 639-647. https://doi.org/10.12989/sem.2019.70.5.639.
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