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Collapse of the single layered cylinder shell with model experimental study

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
With the rapid development of the large-span space structure, it has been widely used in the public buildings such as gymnasiums, exhibition hall, airplane terminal, etc. in China recently. The large-span latticed shell buildings are usually the landmark buildings in a city, so its collapse will cause serious economic and personal loss, which will affect national security and social stability. The shaking table test was conducted on the single layered cylinder shell model in this paper, and the dynamic amplification effects of the lower support frame and the dynamic responses of the whole model were obtained under different seismic motion inputs. The seismic performance of the single layered cylinder shell was evaluated under different ground motion inputs and input principal directions, and the collapse mode was obtained. The results show that the input principal direction has great effect on the dynamic characteristics of the model, and the dynamic amplification effect of the lower support frame increases with the magnitude increase of the ground motion inputs. There is no obvious impact effect and the dynamic strain responses behave elastic during the collapse process, and the whole shell collapse because of local instability. It concludes that the single layered cylinder shell has the risk of progressive collapse under the seismic motions, so the collapse resistance of single layered cylinder shell should be enhanced or it should be optimum designed to prevent the progressive collapse. This experimental study will provide references to the seismic design and engineering practices.
Rocznik
Strony
883--897
Opis fizyczny
Bibliogr. 31 poz., fot., rys., tab., wykr.
Twórcy
autor
  • Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • School of Civil Engineering and Architecture, Anhui University of Technology, Anhui 243002, China
autor
  • School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
autor
  • Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
Bibliografia
  • [1] J. Sun, H. Li, H. Nooshin, G.A.R. Parke, Dynamic stability behaviour of lattice domes with substructures, Int. J. Space Struct. 29 (1) (2014) 1–7.
  • [2] F. Fan, J. Yan, Z. Cao, Stability of reticulated shells considering member buckling, J. Constr. Steel Res. 77 (2012) 32–42.
  • [3] X. Zhi, F. Fan, S. Shen, Elasto-plastic instability of single-layer reticulated shells under dynamic actions, Thin-Walled Struct. 48 (2010) 837–845.
  • [4] Y. He, X. Zhou, D. Liu, Research on stability of single-layer inverted catenary cylindrical reticulated shells, Thin-Walled Struct. 82 (2014) 233–244.
  • [5] Q.S. Li, J.M. Chen, reticulated shells subjected to earthquake excitation. Nonlinear elastoplastic dynamic analysis of single-layer reticulated shells subjected to earthquake excitation, Comput. Struct. 81 (2003) 177–188.
  • [6] Alphose Zingoni, On the symmetries and vibration modes of layered space grids, Eng. Struct. 27 (2005) 629–638.
  • [7] H.-H. Ma, A.M. Issa, F. Fan, Guy oyeniran adeoti. an experimental and numerical study of a semi-rigid bolted-plate connections (BPC), Thin-Walled Struct. 88 (2015) 82–89.
  • [8] H. Ma, F. Fan, P. Wen, H. Zhang, S. Shen, Experimental and numerical studies on a single-layer cylindrical reticulated shell with semi-rigid joints, Thin-Walled Struct. 86 (2015) 1–9.
  • [9] F. Fan, M. Wang, Z. Cao, S. Shen, Seismic behaviour and seismic design of single-layer reticulated shells with semi-rigid joint system, Adv. Struct. Eng. 15 (10) (2012) 1829–1841.
  • [10] G. Shi, H. Ban, Y. Bai, et al., A novel cast aluminum joint for reticulated shell structures: experimental study and modeling, Adv. Struct. Eng. 16 (6) (2013) 1047–1059.
  • [11] A.M. Altuna Zugasti, A. Lopez-Arancibia, I. Puente, Influence of geometrical and structural parameters on the behaviour of squared plan-form single-layer structures, J. Constr. Steel Res. 72 (2012) 219–226.
  • [12] J. Cai, J. Feng, Y. Xu, K. Wang, Investigation of the static and dynamic behavior of a deployable hybrid grid shell, Adv. Struct. Eng. 16 (6) (2013) 1103–1111.
  • [13] L.J. Li, Z.H. Xie, Y.C. Guo, F. Liu, Structural optimization and dynamic analysis for double-layer spherical reticulated shell structures, J. Constr. Steel Res. 62 (2006) 943–949.
  • [14] C.K. Seal, M.A. Hodgson, G.C. Clifton, W.G. Ferguson, A novel method for predicting damage accumulation in seismically deformed steel, J. Constr. Steel Res. 65 (2009) 2157–2166.
  • [15] S.-H. Oh, Y.-J. Kim, H.-S. Ryu, Seismic performance of steel structures with slit dampers, Eng. Struct. 31 (2009) 1997–2008.
  • [16] W. Bleck, W. Dahl, A. Nonn, et al., Numerical and experimental analyses of damage behavior of steel moment connection, Eng. Fract. Mech. 76 (2009) 1531–1547.
  • [17] C. Cheng, K. Kawaguchi, A preliminary study on the response of steel structures using surveillance camera image with vision-based method during the Great East Japan Earthquake, Measurement 62 (2015) 142–148.
  • [18] C.-X. Zhang, N.I.E. Gui-bo, J.-W. Dai, X.-D. Zhi, Experimental studies of the seismic behavior of double-layer lattice space structures I: experimental verification, Eng. Fail. Anal. 64 (2016) 85–96.
  • [19] S. Nayak, S.C. Dutta, Failure of masonry structures in earthquake: a few simple cost effective techniques as possible solutions, Eng. Struct. 106 (2016) 53–67.
  • [20] C. Wang, J. Xiao, Shaking table tests on a recycled concrete block masonry building, Adv. Struct. Eng. 15 (10) (2012) 1843– 1860.
  • [21] E. Vintzileou, C. Mouzakis, C.-E. Adami, L. Karapitta, Seismic behavior of three-leaf stone masonry buildings before and after interventions: shaking table tests on a two-storey masonry model, Bull. Earthquake Eng. 13 (2015) 3107–3133.
  • [22] B. Richard, S. Cherubini, F. Voldoire, P.-E. Charbonnel, T. Chaudat, S. Abouri, N. Bonfils, SMART 2013: experimental and numerical assessment of the dynamic behavior by shaking table tests of an asymmetrical reinforced concrete structure subjected to high intensity ground motions, Eng. Struct. 109 (2016) 99–116.
  • [23] H.S. Monir, K. Zeynali, A modified friction damper for diagonal bracing of structures, J. Constr. Steel Res. 87 (2013) 17–30.
  • [24] G. Dimitrios, A. Lignos, T. Hikino, Y. Matsuoka, M. Nakashima, Collapse assessment of steel moment frames based on E-defense full-scale shake table collapse tests, J. Struct. Eng. 139 (1) (2013) 120–132.
  • [25] M. Schachter, A.M. Reinhorn, Dynamic analysis of three-dimensional frames with material and geometric nonlinearities, J. Struct. Eng. 137 (2) (2011) 207–219.
  • [26] M. Domizio, D. Ambrosini, O. Curadelli, Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading, Eng. Struct. 82 (2015) 22–32.
  • [27] Y. Ikeda, Verification of system identification utilizing shaking table tests of a full-scale 4-story steel building, Earthquake Eng. Struct. Dyn. 45 (2016) 543–562.
  • [28] B.-D. Ding, L.-H. Lv, X. Li, L.-W. Zhou, Tests for dynamical progressive collapse of a grid structure based on key member failure, J. Vibr. Shock (China) 34 (23) (2015) 106–114.
  • [29] X. Zhao, S. Yan, Y. Chen, Progressive collapse test of a space frame structure, J. Build. Struct. (China) 37 (6) (2016) 1–8.
  • [30] J. Shin, K. Lee, G.-C. Kim, C.-W. Jung, J.-W. Kang, Analytical and experimental studies on seismic behavior of double-layer barrel vault systems with different open angles, Thin- Walled Struct. 54 (2012) 113–125.
  • [31] Q.-H. Han, Y. Xu, Y. Lu, J. Xu, Q.-H. Zhao, Failure mechanism of steel arch trusses: shaking table testing and FEM analysis, Eng. Struct. 82 (2015) 186–198.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ecbdb994-8f5c-4698-9341-a52ea5d88388
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