Earthquakes and Structures

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Computational earthquake performance of plan-irregular shear wall structures subjected to different earthquake shock situations

  • Cao, Yan (School of Mechatronic Engineering, Xi'an Technological University) ;
  • Wakil, Karzan (Research Center, Sulaimani Polytechnic University) ;
  • Alyousef, Rayed (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Yousif, Salim T. (Department of Civil engineering, Al-Qalam University College) ;
  • Jermsittiparsert, Kittisak (Department for Management of Science and Technology Development, Ton Duc Thang University) ;
  • Ho, Lanh Si (Institute of Research and Development, Duy Tan University) ;
  • Alabduljabbar, Hisham (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University) ;
  • Alaskar, Abdulaziz (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Alrshoudi, Fahed (Department of Civil Engineering, College of Engineering, King Saud University) ;
  • Mohamed, Abdeliazim Mustafa (Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University)
  • Received : 2019.12.03
  • Accepted : 2020.02.10
  • Published : 2020.05.25
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Abstract

In this paper, irregularly designed planar reinforced concrete wall structures are investigated computationally. For this purpose, structures consisting of four regular and irregular models of short-order (two-class) and intermediate (five-class) types have been investigated. The probabilistic evaluation of seismic damage of these structures has been performed by using the incremental inelastic dynamic analysis to produce the seismic fragility curve at different levels of damage. The fragility curves are based on two classes of maximum damage indices and the Jeong-Nansha three-dimensional damage index. It was found that there is a significant increase in damage probability in irregular structures compared to regular ones. The rate of increase was higher in moderate and extensive damage levels. Also, the amount of damage calculated using the two damage indices shows that the Jeong-Nensha three-dimensional damage index in these types of structures provides superior results.

Keywords

Acknowledgement

This paper is supported by Shaanxi Innovation Capability Support Plan (Grant: 2018TD-036), Shaanxi Natural Science Basic Research Project (Grant: S2019-JC-YB-2897), and Research Project of Graduate Education and Teaching Reform of Xi'an Technological University in 2017.

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  79. Shariati, M., Mafipour, M.S., Mehrabi, P., Shariati, A., Toghroli, A., Trung, N.T. and Salih, M.N. (2020), "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.
  80. Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A., Shariati, A., Trung, N.T., Salih, M.N. 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 Composit. Struct., 33(3), 319-332. https://doi.org/10.12989/scs.2019.33.3.319.
  81. Shariati, M., Naghipour, M., Yousofizinsaz, G., Toghroli, A. and Tabarestani, N.P. (2020f), "Numerical study on the axial compressive behavior of built-up CFT columns considering different welding lines", Steel Composit. Struct., 34(3), 377. https://doi.org/10.12989/scs.2020.34.3.377.
  82. Shariati, M., Rafiei, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Shariat, A., Trung, N.T., Salih, M.N., Mehrabi, P. and Poi-Ngian, S. (2019f), "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
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  84. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M. M., Shafigh, P. and Sinaei, H. (2011b), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Sci. Res. Essays, 6(1), 213-220.
  85. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Mahoutian, M. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Sci. Res. Essays, 6(4), 977-983. http:// 10.5897/SRE10.1120.
  86. 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", Proceedings of the 2011 world congress on advances in structural engineering and mechanics (ASEM'11+).
  87. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Arabnejad Khanouki, M.M. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mat. Struct., 49(9), 3909-3926. http://10.1617/s11527-015-0762-8.
  88. Shariati, M., Ramli Sulong, N.H., 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. Mat., 12, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102.
  89. Shariati, M., Ramli Sulong, N.H., Sinaei, H., Khanouki, A., Mehdi, M. and Shafigh, P. (2011d), "Behavior of channel shear connectors in normal and light weight aggregate concrete (experimental and analytical study)", Advan. Mat. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.
  90. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012c), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mat. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039.
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  92. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Construct. Build. Mat., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050.
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  95. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S., Jalali, A., Abdullahi, M.A M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Analy., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014.
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  97. Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019g), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Composit. Struct., 31(5), 427-435. https://doi.org/10.12989/scs.2019.31.5.427.
  98. Shi, X., Hassanzadeh-Aghdam, M. and Ansari, R. (2019a), "Viscoelastic analysis of silica nanoparticle-polymer nanocomposites", Composit. Part B: Eng., 158(1), 169-178. https://doi.org/10.1016/j.compositesb.2018.09.084.
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