SECED 2015 was a two-day conference on Earthquake and Civil Engineering Dynamics that took place on 9-10th July 2015 at Homerton College, Cambridge.
This was the first major conference to be held in the UK on this topic since SECED hosted the 2002 European Conference on Earthquake Engineering in London.
The conference brought together experts from a broad range of disciplines, including structural engineering, nuclear engineering, seismology, geology, geotechnical engineering, urban development, social sciences, business and insurance; all focused on risk, mitigation and recovery.
SECED 2015 featured the following keynote speakers (affiliations correct at the time of the conference):
SECED allows the self-archiving of the Author Accepted Manuscripts (AAM) from the SECED 2015 Conference. This means that all authors can make their conference paper available via a green open access route. The full text of your paper may become visible within your personal website, your institutional repository, a subject repository or a scholarly collaboration network signed up to the voluntary STM sharing principles. It may also be shared with interested individuals, for teaching and training purposes at your own institution and for grant applications (please refer to the terms of your own institution to ensure full compliance).
To deposit your AAM, please adhere to the following conditions:
SECED allows authors to deposit their AAM under the Creative Commons Attribution Non-commercial International Licence 4.0 (CC BY-NC 4.0). The deposit must clearly state that the AAM is deposited under this licence and that any reuse is allowed in accordance with the terms outlined by the licence. To reuse the AAM for commercial purposes, permission must be sought by contacting seced@ice.org.uk. For the sake of clarity, commercial usage would be considered as, but not limited to:
Should you have any questions about our licensing policies, please contact seced@ice.org.uk.

Keynote lecture by Robert May
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The engineering understanding of the behaviour shallow foundation in earthquakes has developed piecemeal over the past sixty years with the emergence and refinement of solutions to several separate aspects of the overall problem, prompted and provoked by field observations. The past few years have seen more rapid development as the insights and techniques developed for the separate aspects of seismic foundation behaviour have been integrated into more complete solutions. Unsurprisingly the more complete solutions require numerical solution techniques which make them less transparent than their progenitors. The review commences by considering relevant aspects of soil and rock behaviour, not all of which have been thoroughly investigated to date. Elastic solutions are reviewed followed by a review of seismic bearing capacity solutions, consideration of foundation rocking and solutions for permanent displacements and the combination of all of these aspects into macro-elements suitable for combined numerical analysis of the soil- foundation-structure system. The understanding of shallow foundation seismic behaviour continues to develop with new issues coming to the fore. The paper considers some of the areas of current development and some of the issues which need to be addressed going forwards.