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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Failure of Un-Reinforced Masonry (URM) infilled Reinforced Concrete (RC) frame buildings during Bhuj earthquake highlighted the need for vulnerability assessment of existing stock of such buildings in India. Indian Standard, like many other national codes, does not provide any guideline for modeling of infills and explicit insight into the vulnerability of the infilled frames. For reliable estimation of fragility parameters for existing URM infilled RC frame buildings in India, a parametric study has been carried out for representative building selected from field survey in India (DEQ 2009), considering different parameters affecting the seismic performance of buildings. Infill panels are represented by macro model (Haldar and Singh 2012) with stiffness as defined in ASCE-41 (2007) and strength obtained from the weakest failure mode. Sequential analysis is performed to take into account the construction sequence of infill panels relative to frames. HAZUS (FEMA 2003, 2006) methodology along with nonlinear static analysis is used to estimate seismic vulnerability functions.