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dc.contributor.author Rajeev, P
dc.date.accessioned 2015-12-29T05:37:16Z
dc.date.available 2015-12-29T05:37:16Z
dc.date.issued 2015-12-29
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11550
dc.description.abstract The next generation seismic design and assessment procedures for buildings within the performancebased framework are a radical departure from traditional seismic design practice and performance assessment. The uncertainty and randomness in the building performance and seismic hazard will be captured and quantified in each steps in design and assessment procedure, finally the performance will be measured in terms of direct and indirect economic losses and casualties. The quantification and propagation of uncertainty in every step in the procedure requires robust probabilistic methods that have been developed over the last two decades. This paper summarises the research undertaken to develop the probabilistic performance-based seismic design and assessment procedures for buildings. The analysis methods, fragility functions and seismic hazard qualification, which are key elements in procedures, are defined and discussed. en_US
dc.language.iso en en_US
dc.subject building, intensity measure, incremental dynamic analysis, uncertainty en_US
dc.title Probabilistic Performance-Based Earthquake Engineering: A Review en_US
dc.type Article-Full-text en_US
dc.identifier.department Structural Engineering and Construction Management en_US
dc.identifier.year 2015 en_US
dc.identifier.email prajeev@swin.edu.au en_US


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