Abstract
In this paper, seismic behavior of Kiewitt-Sunflower single layer spherical reticulated shells is examined within the time history method, based on our proposed damage constitutive model for thin-walled circular steel tubes. According to a large number of numerical examples, the failure mode of this kind of single layer spherical reticulated shell in the case of earthquake is figured out. In addition, the effect of the damage accumulation, rise-span ratio, initial geometric imperfection, types of seismic wave and amplitude modulation ratio on the dynamic response of the shell structure is explored. Finally, a structural damage factor is proposed and it has a good match with the numerical results, which is productive to assess the damage and failure behavior of such structures suffering the earthquake and post-earthquake.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
Basone F, Paolo C, Cavaleri L, Trapani FD (2019) Response spectrum analysis of frame structures: Reliability-based comparison between complete quadratic combination and damping-adjusted combination. Bulletin of Earthquake Engineering 17(5):2687–2713, DOI: https://doi.org/10.1007/s10518-019-00559-7
Blandford GE (1996) Progressive failure analysis of inelastic space truss structures. Computers & Structures 58(5):981–990, DOI: https://doi.org/10.1016/0045-7949(95)00217-5
Blandford GE, Wang ST (1993) Response of space trusses during progressive failure. In: Dynamic response and progressive failure of special structures. ASCE, New York, NY, USA, 1–16
Chen WF, Han D (2012) Plasticity for structural engineers. Springer, New York, NY, USA
Chowdhury I, Dasgupta SP (2003) Computation of Rayleigh damping coefficients for large systems. The Electronic Journal of Geotechnical Engineering 43:6855–6868
Coan CH, Plaut RH (1983) Dynamic stability of a lattice dome. Earthquake Engineering & Structural Dynamics 11(2):269–274, DOI: https://doi.org/10.1002/eqe.4290110208
Dong SL, Gao BQ, Tong JG (1995) Analysis and form selection of folded latticed barrel vault for Taizhou power plant. Spatial Structures
Fan F, Li YG, Zhi XD, Li L (2014) Comparion of seismic response of single-layer reticulated dome under unform and incoherence three-directional excitations. International Journal of Steel Structures 14(4): 855–863, DOI: https://doi.org/10.1007/s13296-014-1216-9
GB 50011-2010 (2010) Chinese code for seismic design of buildings. GB 50011-2010, Standards Press of China, Beijing, China (in Chinese)
GB/T 228-2002 (2002) Metallic materials: Tensile testing at ambient temperature. GB/T 228-2002, Standards Press of China, Beijing, China (in Chinese)
He S, Nie YC, Bordas S, Peng Y (2020a) Damage-plastic constitutive model of thin-walled circular steel tubes for space structures. Journal of Engineering Mechanics 146(12):04020131, DOI: https://doi.org/10.1061/(ASCE)EM.1943-7889.0001844
He S, Wang HS, Bordas S, Peng Yu (2020b) A developed damage constitutive model for circular steel tubes of reticulated shells. International Journal of Structural Stability and Dynamics 20(9): 2050106, DOI: https://doi.org/10.1142/S0219455420501060
Holze SM (1977) Static and dynamic stability of reticulated shells, stability of structures under static and dynamic loads. ASCE, New York, NY, USA
Housner GW (1947) Ground displacement computed from strong-motion accelerograms. Bulletin of the Seismological Society of America 37(4):299–305, DOI: https://doi.org/10.1785/BSSA0370040299
Kassimali A, Bidhendi E (1988) Stability of trusses under dynamic loads. Computers & Structures 29(3):381–392, DOI: https://doi.org/10.1016/0045-7949(88)90391-4
Kato S, Ueki T, Mukaiyama Y (1997) Study of dynamic collapse of single layer reticular domes subjected to earthquake motion and the estimation of statically equivalent seismic force. International Journal of Space Structures 12(3):191–203, DOI: https://doi.org/10.1177/026635119701200308
Kumagai T, Ogawa T (2003) Dynamic buckling behavior of single layer lattice domes subjected to horizontal step wave. Journal of the International Association for Shell and Spatial Structures 44:167–174
Li J, Pang JL, Wang XY, Lan H, Wang ZY (2012a) The method of random vibration signal transformation from frequency to time domain based on FIR digit filter. Advanced Materials Research 479–481:1277–1282, DOI: https://doi.org/10.4028/www.scientific.net/AMR.479-481.1277
Li L, Xian LP, Yao CF, Guo DP, Liu CG (2020) Numerical modeling of seismic responses and seismic measures of tunnel crossing a fault zone: A case study. Advances in Materials Science and Engineering 2020(8):1–12, DOI: https://doi.org/10.1155/2020/5640561
Li SW, Zhao W, Jin JX (2012b) The application of mode-superposition response spectrum method in seismic calculation of the boiler steel structure. Advanced Materials Research 594–597:1645–1651, DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.1645
Li WL, Zhi XD, Wang DZ, Fan F, Shen SZ (2019) Static stability analysis of a reticulated shell with a roofing system. Engineering Structures 185:315–331, DOI: https://doi.org/10.1016/j.engstruct.2019.01.133
Ma JL, Fan F, Zhang LX, Wu CQ, Zhi XD (2018) Failure modes and failure mechanisms of single-layer reticulated domes subjected to interior blasts. Thin-Walled Structures 132:208–216, DOI: https://doi.org/10.1016/j.tws.2018.07.028
Ma H, Shan Z, Fan F (2017) Dynamic behaviour and seismic design method of a single-layer reticulated shell with semi-rigid joints. Thin-Walled Structures 119:544–557, DOI: https://doi.org/10.1016/j.tws.2017.07.003
Nie GB, Zhang CX, Zhi XD, Dai JW (2017) Damage quantification, damage limit state criteria and vulnerability analysis for single-layer reticulated shell. Thin-Walled Structures 120:378–385, DOI: https://doi.org/10.1016/j.tws.2017.09.007
Nie GB, Zhi XD, Fan F, Dai JW (2014a) Failure pattern of singe-layer reticulated dome under severe earthquake and its shaking table test. International Journal of Steel Structures 14(2):399–409, DOI: https://doi.org/10.1007/s13296-014-2018-9
Nie GB, Zhi XD, Fan F, Dai JW (2014b) Seismic performance evaluation of single-layer reticulated dome and its fragility analysis. Journal of Constructional Steel Research 100:176–182, DOI: https://doi.org/10.1016/j.jcsr.2014.04.031
Salehi M, Sideris P (2020) Enhanced rayleigh damping model for dynamic analysis of inelastic structures. Journal of Structural Engineering 146(10): 04020216, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002732
Shan ZW, Ma HH, Yu ZW, Fan F (2020) Dynamic failure mechanism of single-layer reticulated (SLR) shells with bolt-column (BC) joint. Journal of Constructional Steel Research 169:106042, DOI: https://doi.org/10.1016/j.jcsr.2020.106042
Simo JC, Hughes T (1998) Computational inelasticity. Springer, New York, NY, USA
Wei DM, Gao SF (2017) Seismic response analysis of K8 pattern single-layer reticulated domes under vertical rare earthquakes. Procedia Engineering 210:417–424, DOI: https://doi.org/10.1016/j.proeng.2017.11.096
Xing JH, Liu XD, Fan F, Shen SZ (2004) Shaking table experiment research on aseismic behavior of single-layer latticed cylindrical shell. Journal of Building Structures 6(25):1–8
Xu B, Pang R, Zhou Y (2020) Verification of stochastic seismic analysis method and seismic performance evaluation based on multi-indices for high CFRDs. Engineering Geology 264:105412, DOI: https://doi.org/10.1016/j.enggeo.2019.105412
Xu J, Sun R (2020) Energy-based seismic stability analysis of single-layer reticulated dome structures. Thin-Walled Structures 154:106794, DOI: https://doi.org/10.1016/j.tws.2020.106794
Zhai YM, Fu XX, Chen YH, Hu W (2019) Study on column-top seismic isolation of single-layer latticed domes. Sustainability 11(3):936, DOI: https://doi.org/10.3390/su11030936
Zhang JH, Chen YJ (1998) Studies on dynamical earthquake performances of double-layer cylindrical latticed shell. Journal of Tongji University (in Chinese)
Zhao BY, Zhang YG, Cao Z (1998) A study on the dynamic characteristics and the practical formula for double layer cylindrical latticed shells. Spatial Structures
Zhi XD, Fan F, Shen SH (2010) Elasto-plastic instability of single-layer reticulated shells under dynamic actions. Thin-Walled Structures 48(10–11):837–845, DOI: https://doi.org/10.1016/j.tws.2010.04.005
Acknowledgments
This study was funded by Natural Science Foundation of China (12102095), Research Grant for 100 Talents of Guangxi Plan, Starting Research Grant for High-level Talents from Guangxi University, Science and Technology Major Project of Guangxi Province (AA18118055), Scientific Research Project for Young Innovative Talents of Guangxi Province (AD20159080), Key Research and Development Project of Guangxi Province (AB19259013), Application of Key Technology in Building Construction of Prefabricated Steel Structure (BB30300105) and the Luxembourg National Research Fund for Intuitive Modeling and SIMulation Platform (IntuiSIM) (PoC17/12253887).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
He, S., Yu, S., Yun, W. et al. Seismic Performance of Kiewitt-Sunflower Single Layer Spherical Reticulated Shells. KSCE J Civ Eng 26, 2354–2368 (2022). https://doi.org/10.1007/s12205-022-1286-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-022-1286-8