RELIABILITY-BASED CONDITION ASSESSMENT AND LRFD FOR EXISTING STRUCTURES

Authors
Citation
Br. Ellingwood, RELIABILITY-BASED CONDITION ASSESSMENT AND LRFD FOR EXISTING STRUCTURES, Structural safety, 18(2-3), 1996, pp. 67-80
Citations number
26
Categorie Soggetti
Engineering, Civil
Journal title
ISSN journal
01674730
Volume
18
Issue
2-3
Year of publication
1996
Pages
67 - 80
Database
ISI
SICI code
0167-4730(1996)18:2-3<67:RCAALF>2.0.ZU;2-R
Abstract
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.