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.

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In lack of seismic provisions in the pre-Eurocode ages, most of the existing Hungarian bridges are not designed for seismic actions. It is questioned whether they are able to retain their structural integrity after a considerable seismic event or may suffer significant damages. Based on the evaluation of a governmental bridge database, ten typical bridge types could be distinguished, covering 85% of the total amount of about 3200 bridges of higher level roads. In present study only prestressed multi-girder bridges are investigated. First, multi modal response spectrum analysis is used for parametric studies to determine critical components and layouts. Nonlinear response history along with multiple stripes analysis are also carried out for bridges sampled by Latin Hypercube method. Fragility curves of each critical component, furthermore the reliability of the selected critical bridges are determined. The analyses show that brittle shear failure of piers may occur in the case of longer bridges, the relatively high flexural ductility of the members cannot be utilized. Using fibre reinforced polymers can be a possible retrofit method, however higher reliability can be achieved in exchange of increased costs applying concrete overlay or steel jacket.