@inproceedings{c63db0f6b8984ff4b5767db6d3c2ee96,
title = "Analytical behaviour of concrete-encased CFST column to steel beam joints",
abstract = "The concrete-encased concrete-filled steel tubular structures have been used in some high-rise buildings in China. This kind of steel and concrete composite structure has higher strength and better fire performance when compared to its concrete-filled steel tube counterpart. However, very few research has been conducted for the behaviour of concrete-encased concrete-filled steel tube to steel beam joints, which hinders the application of this kind of structures. This paper reports the analytical behaviour of concrete-encased concretefilled steel tube to steel beam joints. Various connection details are proposed, and the corresponding numerical models are established and verified. The behaviour of different kinds of joints is compared using the verified numerical models. It is shown that for the joint which has the internal diaphragm, the strength and stiffness characteristics are the best among all joint specimens.",
author = "W. Li and Qian, {W. W.} and Han, {L. H.} and Zhao, {X. L.}",
note = "Publisher Copyright: {\textcopyright} 2015 Taylor & Francis Group, London.; Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015 ; Conference date: 27-05-2015 Through 29-05-2015",
year = "2015",
doi = "10.1201/b18410-20",
language = "English",
series = "Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015",
publisher = "CRC Press/Balkema",
pages = "117--122",
editor = "Eduardo Batista and Pedro Vellasco and Luciano Lima",
booktitle = "Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015",
}