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Nuno Afonso, & M. Luísa Sousa. (2011). Seismic scenario simulations using a GIS Web Service. In E. Portela L. S. M.A. Santos (Ed.), 8th International Conference on Information Systems for Crisis Response and Management: From Early-Warning Systems to Preparedness and Training, ISCRAM 2011. Lisbon: Information Systems for Crisis Response and Management, ISCRAM.
Abstract: Throughout its history, Portugal Mainland and Azores Archipelago have suffered the catastrophic effects of earthquakes originating significant damages in buildings and human losses. Being aware of Portuguese seismic risk, civil protection authorities promoted some studies leading to the development of a seismic scenario simulation tool, applicable to some Mainland Portuguese regions. This paper describes recent improvements in the seismic scenario simulation tool, named LNECloss, and illustrates its applications to the evaluation of building damages and social losses, due to plausible seismic scenarios affecting Portugal. Some development requirements were identified in LNECloss simulator, namely making it available as a service on the Web, providing a stand alone tool, with no need of a geographic information desktop environment, although with the GIS capabilities of mapping and synthesis of the seismic scenario effects. In conclusion, the developed GIS Web Service offers a useful tool for seismic risk assessment and emergency planning and management.
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Cary Milkop, & Najif Ismail. (2018). The Poor Performance of Non Structural Components in Seismic Events in Context. In Kristin Stock, & Deborah Bunker (Eds.), Proceedings of ISCRAM Asia Pacific 2018: Innovating for Resilience – 1st International Conference on Information Systems for Crisis Response and Management Asia Pacific. (pp. 351–365). Albany, Auckland, New Zealand: Massey Univeristy.
Abstract: Damage to non-structural components (NSCs) in seismic events has been identified as a recurring problem in New Zealand for decades. It is also a problem in comparable seismic risk countries. Whilst improvements have been made and lessons learned, the complexity of suspended ceilings has also grown. The purpose of this article is to review the situation for suspended NSCs and to discuss recommendations. Whilst NSCs have not received the attention that structural components have, they are a significant source of costs and consequences should they fail in seismic events. Several articles have emerged surrounding NSC failure but owing to the inherent complexity of the subject, there is no one document that covers all aspects. The poor performance of NSCs in seismic events has been known and written about for several decades. The USA is a comparable and useful source of information around what has proven to be effective and system-changing.
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Hüseyin Can Ünen. (2012). Developing a framework for a social vulnerability and consequence-based post-disaster behavior analysis methodology. In Z.Franco J. R. L. Rothkrantz (Ed.), ISCRAM 2012 Conference Proceedings – 9th International Conference on Information Systems for Crisis Response and Management. Vancouver, BC: Simon Fraser University.
Abstract: The proposed study is expected to focus on the less investigated areas by the previous seismic risk analyses in Turkey. Most of the existing loss assessment methodologies focus on structural damage, infrastructural damage, economic impact, and casualties. However, affected population estimates and development of plans for the immediate needs and recovery requirements of the surviving population are also of equal importance. The proposed framework in this aspect will be utilizing previous social vulnerability and seismic loss assessment studies to develop an analysis methodology for affected population and social response analyses. The methodology is expected to help response planners and decision makers in determining the needs for the surviving population in the recovery process. © 2012 ISCRAM.
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