Models of Spatial and Planar Light Bar Structures in the Maple System
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-96383-5_133
Reference22 articles.
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2. Itam, Z., Beddu, S., Mohd Kamal, N.L., et al.: Finite element analysis of the maximum stress at the joints of the transmission tower. In: IOP Conference Series: Earth and Environmental Science, vol. 32, no. 1, p. 012044 (2016). https://doi.org/10.1088/1755-1315/32/1/012044
3. Cao, L., Li, J., Zheng, X., et al.: Vibration behavior of large span composite steel bar truss-reinforced concrete floor due to human activity. Steel Compos. Struct. 37(4), 391–404 (2020). https://doi.org/10.12989/scs.2020.37.4.391
4. Hoseini Vaez, S.R., Mehanpour, H., Fathali, M.A.: Reliability assessment of truss structures with natural frequency constraints using metaheuristic algorithms. J. Build. Eng. 28, 101065 (2020). https://doi.org/10.1016/j.jobe.2019.101065
5. Huang, J., Losa, M., Leandri, P., et al.: Potential anti-vibration pavements with damping layer: finite element (FE) modeling, validation, and parametrical studies. Constr. Build. Mater. 281, 122550 (2021). https://doi.org/10.1016/j.conbuildmat.2021.122550
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