Safety and serviceability requirements for limit states design in Nort
h America have been developed and implemented in codes of practice dur
ing the past 20 years. The load and resistance criteria in limit state
s design are based on probabilistic methods. Statistical data on loads
and on strengths are integrated by the reliability analysis to yield
criteria that are consistent with a prescribed measure of reliability.
The focus of code work to date has been on criteria for design of new
buildings. However, professional practice frequently involves evaluat
ion of existing structures. Research to support the development and im
plementation of probability-based condition assessment procedures for
existing buildings is in progress. Copyright (C) 1996 Elsevier Science
Ltd.