Vulnerability assessment of reinforced concrete structures for fire and earthquake risk - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 378

14.13 An example of displacement response of a six-storey building
after fi re exposure, the darker the colour the larger the deformation.
of fi re compartments. More effi cient methods need to be developed to
assess the fi re damage of the building structure, and for the evaluation of
their residual seismic resistance. Solutions are also required to conduct
seismic retrofi tting of fi re-damaged buildings.
14.8 References
ASTM E119 (2007). Standard Test Methods for Fire Tests of Building Construction
and Materials , American Society for Testing and Materials.
Beitel, J., Iwankiw, N. (2002). Analysis of Needs and Existing Capabilities for Full-
Scale Fire Resistance Testing , National Institute of Standards and Technology,
NIST GCR 02-843.
CCFMFC (2002). Fire Losses in Canada , Annual Report 2002, Council of Canadian
Fire Marshals and Fire Commissioners, p. 42.
Elwood, K.J. and Moehle, J.P. (2005). 'Drift Capacity of Reinforced Concrete
Columns with Light Transverse Reinforcement,' Earthquake Spectra , 21 , 71-89.
Franssen, J.M. (2007). User's Manual For SAFIR 2007a Computer Program for
Analysis of Structures Subjected to Fire , University of Liege, Belgium.
Hall, J.R. (2001). High-rise building fi res , NFPA, Quincy, MA.
Harmathy, T.Z. (1993). Fire Safety Design & Concrete , Longman Group UK Limited.
Kabeyasawa, T., Matsumori, T., Katsumata, H., and Shirai, K. (2005). 'Design of the
Full-scale Six-story Reinforced Concrete Wall-frame Building for Testing at
E-Defense,' Proceedings of the First NEES/E-Defense Workshop on Collapse