Monotonic and Cyclic Behaviour of Bolted High-Strength Steel T-Stubs
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62884-9_54
Reference10 articles.
1. Shi, G., Hu, F., Shi, Y.: Recent research advances of high strength steel structures and codification of design specification in China. Int. J. Steel Struct. 14(4), 873–887 (2014). https://doi.org/10.1007/s13296-014-1218-7
2. Hu, F., Shi, G.: Constitutive model for full-range cyclic behavior of high strength steels without yield plateau. Constr. Build. Mater. 162, 596–607 (2018)
3. Stroetmann, R.M., Kästner, T., Rust, B.: Design and execution of welded connections on high-strength steels. Adv. Struct. Eng. 26(12), 2282–2291 (2023)
4. Lin, T., Wang, Z., Hu, F., Wang, P.: Finite-element analysis of high-strength steel extended end-plate connections under cyclic loading. Materials 15(8), 2912 (2022)
5. Lin, T., Wang, Z., Hu, F., Hou, W.: Comparison in tensile behaviour of conventional and high-strength steel welded-plate preloaded T-stubs. Structures 43, 93–104 (2022)
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