WEMO ERT Team Set 1 - April 2011 - Photograph 2
Images, UC QuakeStudies
A photograph of a flowchart outlining the steps emergency management personnel took to inspect buildings after the 22 February 2011 earthquake.
A photograph of a flowchart outlining the steps emergency management personnel took to inspect buildings after the 22 February 2011 earthquake.
A flowchart which illustrates where the G-File was used throughout the life cycle of asset data collection, processing and delivery.
An early swim lane diagram which visually distinguishes responsibilities for SCIRT's ECI process.
A flowchart which illustrates the Iform and Collector application data flows.
A flowchart outlining the structure and organisation of the UC Strategic Emergency Management Group and UC Incident Management Team.
A flowchart outlining the order of procedures to be taken by the University of Canterbury Emergency Operations Centre after an emergency.
An as-built reinforced concrete (RC) frame building designed and constructed according to pre-1970s code design construction practice has been recently tested on the shake table at the University of Canterbury. The specimen, 1/2.5 scaled version of the original prototype, consists of two 3-storey 2-bay asymmetric frames in parallel, one interior and one exterior, jointed together by transverse beams and floor slabs. Following the benchmark test, a retrofit intervention has been proposed to rehabilitate the tested specimen. In this paper, detailed information on the assessment and design of the seismic retrofit procedure using GFRP (glass fibre reinforced polymer) materials is given for the whole frame. Hierarchy of strength and sequence of events (damage mechanisms) in the panel zone region are evaluated using a moment-axial load (M-N) interaction performance domain, according to a performance-based retrofit philosophy. Specific limit states or design objectives are targeted with attention given to both strength and deformation limits. In addition, an innovative retrofit solution using FRP anchor dowels for the corner beam-column joints with slabs is proposed. Finally, in order to provide a practical tool for engineering practice, the retrofit procedure is provided in a step-by step flowchart fashion.