Elastic Post-Buckling Analysis of Single-Layer Domes with Circular Plated Connections
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00835-6.pdf
Reference26 articles.
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2. Chan, S. L. (1988). Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method. International Journal of Numerical Methods in Engineering, 26(12), 2657–2669. https://doi.org/10.1002/nme.1620261206
3. Eurocode. (2008). Design of steel structures. Part 1.8: Design of Joints, European Committee for Standardization, Brussels, Belgium.
4. Fan, F., Ma, H. H., Cao, Z. G., & Shen, S. Z. (2010). Direct estimation of critical load for single-layer reticulated domes with semi-rigid joints. International Journal of Space Structures, 25(1), 15–24. https://doi.org/10.1260/0266-3511.25.1.15
5. Fan, F., Ma, H. H., Chen, G., & Shen, S. (2012). Experimental study of semi-rigid joint systems subjected to bending with and without axial force. Journal of Constructional Steel Research, 68(1), 126–137. https://doi.org/10.1016/j.jcsr.2011.07.020
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