[1] Mehmanparast A, Lotfian S, Vipin SP. A review of challenges and opportunities associated with bolted flange connections in the offshore wind industry. Metals. 2020 Jun;10(6):732.
[View at Google Scholar]; [View at Publisher].
[4] Chen Z, Niu X, Liu J, Khan K, Liu Y. Seismic study on an innovative fully-bolted beam-column joint in prefabricated modular steel buildings. Engineering Structures. 2021 May 1;234:111875.
[View at Google Scholar]; [View at Publisher].
[5] Jiang ZQ, Chen ML, Yang ZS, Li XY, Cai C. Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP. Engineering Structures. 2022 Feb 1;252:113578.
[View at Google Scholar]; [View at Publisher].
[6] Batho C, Rowan HC. Investigations on beam and stanchion connections. Second Report of the Steel Structures Research Committee. London. 1934 May.
[View at Google Scholar];
[7] Deng Etal, Zong L, Ding Y, Luo YB. Seismic behavior and design of cruciform bolted module-to-module connection with various reinforcing details. Thin-Walled Structures. 2018 Dec 1;133:106-19.
[View at Google Scholar]; [View at Publisher].
[8] Tartaglia R, D'Aniello M, Zimbru M. Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations. InStructures 2020 Oct 1 (Vol. 27, pp. 2137-2155). Elsevier.
[View at Google Scholar]; [View at Publisher].
[9] Putra GL, Kitamura M, Takezawa A. Structural optimization of stiffener layout for stiffened plate using hybrid GA. International Journal of Naval Architecture and Ocean Engineering. 2019 Jul 1;11(2):809-18.
[View at Google Scholar]; [View at Publisher].
[10] Li G, Fang Y, Hao P, Li Z. Three-point bending deflection and failure mechanism map of sandwich beams with second-order hierarchical corrugated truss core. Journal of Sandwich Structures & Materials. 2017 Jan;19(1):83-107.
[View at Google Scholar]; [View at Publisher].
[13] Camotim D, Martins AD, Dinis PB, Young B, Chen MT, Landesmann A. Mode interaction in cold‐formed steel members: state‐of‐art report: Part 1: Fundamentals and local‐distortional coupling. Steel Construction. 2020 Aug;13(3):165-85.
[View at Google Scholar]; [View at Publisher].
15] Gödrich L, Wald F, Kabeláč J, Kuříková M. Design finite element model of a bolted T-stub connection component. Journal of Constructional Steel Research. 2019 Jun 1;157:198-206.
[View at Google Scholar]; [View at Publisher].
[16] Wang P, Sun L, Zhang B, Yang X, Liu F, Han Z. Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension. Journal of Constructional Steel Research. 2021 Mar 1;178:106493.
[View at Google Scholar]; [View at Publisher].
[17] Bezerra LM, Bonilla J, Freitas CS, Massicotte B. Behavior of T-stub steel connections bolted to rigid bases. Journal of Constructional Steel Research. 2022 May 1;192:107242.
[View at Google Scholar]; [View at Publisher].
[15] Yuan HX, Hu S, Du XX, Yang L, Cheng XY, Theofanous M. Experimental behaviour of stainless steel bolted T-stub connections under monotonic loading. Journal of Constructional Steel Research. 2019 Jan 1;152:213-24.
[View at Google Scholar]; [View at Publisher].
[19] Zhang Y, Gao S, Guo L, Fu F, Wang S. Ultimate tensile behavior of bolted stiffened T-stub connections in progressive collapse resistance. Journal of Constructional Steel Research. 2022 Feb 1;189:107111.
[View at Google Scholar]; [View at Publisher].
[20] Baldassino N, Bernardi M, Zandonini R. Experimental and numerical study of the loading rate influence on T-stub performance. InAIP Conference Proceedings 2022 Apr 6 (Vol. 2425, No. 1, p. 120013). AIP Publishing LLC.
[View at Google Scholar]; [View at Publisher].