Abstract
Previous studies have shown that when the lower support structure is considered, the dynamic characteristics of grid structures change significantly, and the stress distributions are also noticeably different. Therefore, this paper discusses whether other simple and feasible structural seismic damage prediction methods could be proposed after accounting for the influence of the lower supporting structure. Considering different site types and different intensities, a time-history analysis was conducted using the mode decomposition response spectrum method for frequent 8- and 9-degree earthquake intensity. Then, the acceleration response spectra for different sites experiencing 8- and 9-degree intensity of frequently occurring earthquakes specified in the Code for Seismic Design of Buildings (GB50011-2010) were used to calculate and discuss the distribution law for the seismic internal forces of space truss structures. Based on the calculation conclusion, the design method and damage prediction method for a plate-like space truss structure under earthquake actions are discussed. Then, a new value of the seismic action coefficient was proposed in this paper, and the ground motion peaks for various types of earthquake damage for different site types were obtained using the functional relationship.
Similar content being viewed by others
References
Chen, Y., Shen, Z., & Xi, C. (1992). Study on seismic behavior of space truss considering roof slab interaction. In Proceedings of 6th Spatial Structure Conference (pp. 236–241). Guangzhou.
Chen, Y., & Xu, Y. (1983). Seismic response analysis of space latticed trusses. Journal of Tongji University, 1, 44–57.
China Academy of Building Science. (2010). Technical specification for space frame structures (JGJ7–2010). Ministry of Housing and Urban-Rural Development of the PRC. Retrieved December 17, 2021, from http://www.jianbiaoku.com/webarbs/book/201/59522.shtml.
Degertekin, S. O. (2008). Harmony search algorithm for optimum design of steel frame structures: A comparative study with other optimization methods. Structural Engineering and Mechanics, 29(4), 391–410. https://doi.org/10.12989/sem.2008.29.4.391
Doan, Q. H., & Lee, D. (2018). Optimal formation assessment of multi-layered ground retrofit with arch-grid units considering buckling load factor. International Journal of Steel Structures, 19, 269–282. https://doi.org/10.1007/s13296-018-0115-x
Fan, X., & Qian, R. (1992). Study on seismic performance of space truss structures under earthquake. In Proceedings of 6th Spatial Structure Conference (pp. 247–256). Guangzhou.
Fan, F., Sun, M., & Zhi, X. (2016). Simplified design method and seismic performance of space trusses with consideration of the influence of the stiffness of their lower supporting columns. Earthquake Engineering and Engineering Vibration, 15(2), 401–409. https://doi.org/10.1007/s11803-016-0327-z
Jiang, J., & Lu, X. (2013). Finite element analysis of concrete structures (p. 399). Tsinghua University Press.
Lan, T., & Qian, R. (1991). Seismic damage analysis of roof of Wuqia Cinema in Xinjiang Province. Building Structure, 5, 43–47.
Luo, Y., Chen, X., & Dong, S. (2000). Vertical seismic behavior for composite space truss. China Civil Engineering Journal, 33(5), 29–34. https://doi.org/10.3321/j.issn:1000-131X.2000.05.005
Magliulo, G., Fabbrocino, G., & Manfredi, G. (2008). Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses. Engineering Structure, 30(9), 2580–2588. https://doi.org/10.1016/j.engstruct.2008.02.003
Shi, H., Salim, H., Shi, Y., & Wei, F. (2014). Geometric and material nonlinear static and dynamic analysis of space truss structures. Mechanics Based Design of Structures and Machines, 43(1), 38–56. https://doi.org/10.1080/15397734.2014.925808
Zhang, Y. (1982). Finite element method for seismic optimization design of plate-like space trusss structure. Journal of Harbin University of Civil Engineering and Architecture, 2, 16–28.
Zhang, Y., & Kong, X. (1998). The aseismic characteristic of full structure system including space trusses under horizontal earthquake. Industrial Construction, 28(7), 11–15. https://doi.org/10.3321/j.issn:1000-8993.1998.07.004
Zhang, Y., & Lan, T. (1985). Practical analysis method of space truss under vertical earthquake. Journal of Building Structures, 5, 2–15.
Acknowledgements
We thank LetPub (www.letpub.com) for its linguistic assistance during the preparation of this manuscript.
Funding
This work was supported by the National Natural Science Foundation of China (Grant No. 519081571002502).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Yang, Z., Wang, Z., Yang, Y. et al. Seismic Coefficients and Earthquake Damage Predictions for a Space Truss with a Supporting Structure. Int J Steel Struct 22, 1060–1068 (2022). https://doi.org/10.1007/s13296-022-00622-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13296-022-00622-1