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TEPLÝ, B. VOŘECHOVSKÁ, D.
Original Title
PERFORMANCE-BASED DESIGN OF CONCRETE STRUCTURES: PARAMETRIC APPROACH
Type
journal article - other
Language
English
Original Abstract
Performance-Based Design (PBD) is becoming a leading trend in structural engineering design and deals with durability and reliability issues, which are the most decisive structural performance characteristics. Thus, when designing reinforced concrete structures, relevant durability limit states have to be assessed focusing on an appropriate level of reliability. Concentrating on those types of performance, a review of durability limit states and PBD methods focused on concrete structures is provided. The application of fully probabilistic PBD with the utilization of the parametric approach is presented in the paper together with useful software tools. Three illustrative examples are included showing some of the possibilities of PBD in practice. This paper concerns the effect of concrete cover on service life considering the carbonation of concrete, relations among CO2 emissions, fly ash content, economical consequences and reliability, and finally, crack development in concrete cover due to reinforcement corrosion.
Keywords
Performance Based Design, concrete structures, degradation modelling, durability, service life.
Authors
TEPLÝ, B.; VOŘECHOVSKÁ, D.
RIV year
2010
Released
1. 3. 2010
ISBN
1335-8863
Periodical
Building Research Journal
Year of study
57
Number
3
State
Slovak Republic
Pages from
153
Pages to
167
Pages count
15
BibTex
@article{BUT49902, author="Břetislav {Teplý} and Dita {Vořechovská}", title="PERFORMANCE-BASED DESIGN OF CONCRETE STRUCTURES: PARAMETRIC APPROACH", journal="Building Research Journal", year="2010", volume="57", number="3", pages="153--167", issn="1335-8863" }