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.

Comparison of Different Analysis Methods on a Theoretical Case Study
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This paper aims to compare the different structural analysis methods described in Eurocode 8-2 and specialised literature dedicated to bridge seismic design, such as force- based and displacement-based modal spectral analysis, push-over analysis (different alternative approaches) and non-linear dynamic time-history analysis. For this purpose, those different methods are applied on a theoretical case-study consisting in a 306 meters long prestressed concrete deck, reinforced concrete piers bridge, located in in high seismic zone of the French seismic zoning and designed for ductile behavior alternatively according to Eurocode 8-2 and the former French seismic rules “AFPS92”.
Besides the theoretical and practical comparison of the different methods of analysis and associated results, the study also highlights the main differences and changes between Eurocode 8-2 and former French seismic rules “AFPS92”. In the end, the paper addresses some upgrading propositions to Eurocode 8-2 text and content.