triggered the nuclear crisis at the Fukushima Daiichi nuclear power plant, and is thought to have cost nearly 18 500 lives (NPAJ, 2017).Data from the GEJE and recent research have led to updated Japanese guidelines. More importantly, the 2016 edition of the ASCE 7 code 'Minimum Design Loads and Associated Criteria for Buildings and Other Structures' (ASCE, 2016) includes a newly developed chapter 6 entitled 'Tsunami loads and effects', which presents the world's first tsunami design code written in mandatory language. A limited number of other countries are deriving local guidelines based on these, such as Chile.Notably, despite the fact that a risk and precedent of large tsunamis exists around some European coastal regions including parts of the UK (McCabe et al., 2014), European design codes of practice do not address tsunami loading. The same is true of many other at-risk locations around the world, including the Pacific 'ring of fire', the Indian Ocean, the Mediterranean Sea, the North Sea and certain regions of the Black and Marmara Seas.This paper summarises field observations made by the Earthquake Engineering Field Investigation Team (EEFIT) -a UK-based group of earthquake engineers, architects and scientists -following the GEJE regarding building damage and failure mechanisms. It then presents and contrasts tsunami design guidance documents from Japan and the USA, discussing the underlying assumptions behind the development of the current approaches, and draws attention to a number of design conditions not yet covered by design standards.A loading example is used to quantify and compare the design loads from the USA and Japanese design standards. Note that for brevity only lateral fluid forces are considered, with debris and foundation instability effects due to scouring being ignored. Debris loading represents a significant component of the design considerations for tsunami-resistant structures (Chock, 2016;Nistor et al., 2017). However, in the context of the analysis of the currently available design recommendations and standards, the main focus of the present analysis is related to the hydrodynamic