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.

Hits: 5957
The estimation of design earthquake characteristics on the ground surface is based on regional seismic hazard assessment, detailed site characterization, and site response analyses utilizing available data concerning geotechnical and geological site conditions. Large number of hazard compatible acceleration records are used for site response analyses to account for the variability and scatter observed in the acceleration records. An important step in site specific response analysis is the selection and scaling of the input acceleration records. The effect of scaling of input acceleration records with respect to peak ground acceleration and acceleration response spectrum were evaluated. Two slightly different probabilistic interpretation of the calculated results are presented to estimate earthquake characteristics on the ground surface. A case study for a selected site accounting for the variability in the site conditions is presented to demonstrate the applicability of the proposed methodology. Relatively large number of acceleration records compatible with the site dependent earthquake hazard in terms of probable magnitude range, distance and fault mechanism recorded on stiff site conditions were used as input acceleration records for site response analyses conducted for each soil profile.