“…If a building does not collapse during a fire, the post-fire evaluation and repair of the fire-exposed building require better understanding and awareness of the post-fire performances of its construction materials. Extensive research works were conducted in last decades to study the post-fire behaviour of different types of structural steels including high strength steels, hot-rolled and cold-formed steels, duplex stainless steels, marine steels and so on (Azhari et al, 2017; Chiew et al, 2014; Gunalan and Mahendran, 2014; Hai et al, 2018; Huang and Young, 2018; Kang et al, 2018b; Li et al, 2017, 2018a, 2018b; Liu et al, 2017; Lu et al, 2016; Maraveas et al, 2017a, 2017b; Qiang et al, 2012, 2013; Ren et al, 2020; Sajid and Kiran, 2019; Wang et al, 2015, 2020b; Xie et al, 2018; Yahyai et al, 2016; Yan et al, 2014; Zhang et al, 2020). However, research works on the post-fire performance of Grade 460 HSS, one of current most commonly used HSS with a nominal yield strength of 460 MPa, are still very limited.…”