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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To establish resilient communities, it is crucial to know the damage states of structures after catastrophic events such as earthquakes. For this purpose, probability density functions, which demonstrate the probability of failure for a prescribed damage parameter, have been adopted. The construction of such curves is dependent on results acquired through Finite Element Models (FEMs). However, due to the assumptions made in such models, seismic responses of buildings differ considerably from the simulated ones. Therefore, Structural Health Monitoring techniques have been adopted to update the FEMs based on modal parameters obtained from vibration-based identifications.
In this study, in order to examine feasible solutions to problems mentioned above, a twenty- six story, core-wall tall building in Istanbul was instrumented with data acquisition system. A real-time monitoring section, which displays vibration records from the building, is developed on the webpage of the research group. FEM of the structure was updated to represent the actual dynamic characteristics of the building. The seismic performance assessments of updated and non-updated FEMs are carried out with the ground motions which are selected according to the characteristics of the expected earthquake in İstanbul. Because of the fact that that the structure remains linear under the design-level earthquakes, probability density functions with identified damping and observed damping by different researches for inter-story drift ratios are established in order to find the probability of failure under those ground motions.