FINITE ELEMENT ANALYSIS OF THE SEISMIC BEHAVIOR OF THE ASSEMBLED LIGHT STEEL FRAME- LIGHT WALL STRUCTURES
DOI:
https://doi.org/10.14311/CEJ.2019.04.0051Keywords:
Pre-fabricated construction, Rural residence, Fabricated light-weight steel frame- composite light wall structure, Seismic performance, Experimental studyAbstract
In order to meet the needs of the development of low-rise assembly structure in rural areas, a fabricated light-weight steel frame-composite light wall structure is proposed in this paper. The light-weight steel frames are used to bear the vertical loads. The single-row-reinforced recycled concrete wall-boards are used as lateral members to resist most of the horizontal earthquake loads. The wall-board, EPS (Expanded Polystyrene) insulation modules, and fly ash blocks form the thermally insulated wall. Four fabricated lightweight steel frame-composite light wall structures and one light-weight steel frame (FRA) structure were tested under the low cyclic loads. The influence of wall reinforcement spacing and structural form (be it fly ash block or not) on the seismic performance of this new structure was analysed and the damage process of the specimen was simulated using the ABAQUS® software. The results show that the light steel frames and the single-row-reinforced recycled concrete wall-board can work well together. Furthermore, the structure has two clear seismic lines. Due to the use of EPS insulation modules and fly ash blocks, the structure has good anti-seismic and thermal insulation abilities. Reducing the spacing of bars or compositing fly ash blocks can significantly improve the seismic performance of the structure. The finite element method (FEM) calculations agreed well with the experimental results, which validates the proposed model.
Downloads
References
Serrette R. L., José, Encalada, et al., 1997. Static racking behavior of plywood, OSB, gypsum, and fiber bond walls with metal framing. Journal of Structural Engineering, 123, 1079 1086.
Goggins J. M., Broderick B. M., Elghazouli A Y, et al.,2005. Experimental cyclic response of cold formed hollow steel bracing members. Engineering Structures, 27, 977 989.
Landolfo R., Fiorino L., Corte G. D., 2006. Seismic behavior of sheathed cold formed structures: numerical study. Journal of Structural Engineering, 132, 558 569.
Pourabdollah O., Farahbod F., Rofooei F. R., 2017. The seismic performance of K braced cold formed steel shear panels with improved connections. Journal of Constructional Steel Research, 135, 56 68.
Qian J. R., Song X. L., Feng B.C., et al., 2013. Experimental study and finite element analysis of seismic behavior of sprayed concrete sandwich shear walls. Journal of Building Structures, 34, 12 23. (in Chinese)
Hao Y. H., Mu L. H., WANG Y.Q., et al., 2013. Application study on CL building structure system in the construction of affordable housing. Building Structure, 43, 40 43. (in Chinese)
Zhou Q., 2006. The study of LIT composite concrete light duty house system. Beijing University Of Civil Engineering And Architecture. (in Chinese)
Jia S, Cao W, Zhang Y., 2017. Damage index calibration of frame supported concealed multi ribbed wall panels with energy efficient blocks. Applied Sciences, 7,453.
Mochizuki S., Kobayashi T., 1996. Experiment on slip strength of horizontal joint of precast concrete multi
story shear walls. Journal of Structural & Construction Engineering, 61, 63 73.
Chen J. S., Guo Z.X., 2012. Seismic Performance Study on Space Model of the New Precast Concrete Shear Wall Structure. Construction Technology, 41,87 89. (in Chinese)
Liu C.W., Cao W.L, Dong H.Y., et al., 2017. Test on seismic behavior of semi assembled low rise recycled concrete shear walls. Journal of Harbin Institute of Technology, 49,35 39. (in Chinese)
China Standards Publication, GB50011 2010, 2010. Code for seismic of design buildings; Standard Press of China: Beijing: China (in Chinese)
Cai J., Sun G., 2008. Constitutive relationship of concrete core confined by square steel tube. Journal of South China University of Technology, 36, 105 109.
Mander J. B., Priestley M. J. N., Park R, 1988 . Theoretical stress‐strain model for confined concrete. Journal of Structural Engineering, 114,1804 1826.
Wang X., Li G., Shen Q.Z, 2005. Finite element analysis of the fly ash block walls strengthened by glass fiber reinforced plastics. Industrial Construction, 35, 96 98.
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).