Optimisation of the target reliability for temporary structures

Civil Engineering and Environmental Systems

Volumn 30, Issue 2, 2013, Pages 87-96

  Holický, Milan ^a  

^a CZECH TECHNICAL UNIVERSITY IN PRAGUE   (Czech Republic)

Author keywords

failure consequences; optimisation; target reliability; temporary structures

Indexed keywords

OPTIMISATIONS; OPTIMUM RELIABILITY; PRACTICING ENGINEERS; STRUCTURAL FAILURE; STRUCTURAL PARAMETER; TARGET RELIABILITY; TEMPORARY STRUCTURES; THEORETICAL STUDY;

DESIGN; FRACTURE MECHANICS; OFFSHORE PIPELINES; OPTIMIZATION;

RELIABILITY;

DESIGN; FAILURE ANALYSIS; OPTIMIZATION; PROBABILITY; RELIABILITY ANALYSIS; THEORETICAL STUDY;

EID: 84877342191     PISSN: 10286608     EISSN: 10290249     Source Type: Journal    
DOI: 10.1080/10286608.2012.733373     Document Type: Article

References (5)

1. Diamantidis, D., 2009. Reliability differentiation. In: Holicky et al., ed. Guidebook 1, load effects on buildings. Prague, Czech Republic: CTU, Klokner Institute, 48-61.
2. EN 1990, 2002. Eurocode - basis of structural design. CEN/TC 250.
3. Holicky, M. 2009. Reliability analysis for structural design, 199 Stellenbosch, ZA: SUN MeDIA.
4. Holicky, M. and Schneider, J. Structural design and reliability benchmark study. Safety, risk and reliability - trends in engineering c/o IABSE, ETH Zürich, International Conference in Malta. pp. 929 - 938.
5. ISO 2394, 1998. General principles on reliability for structures. Geneva, Switzerland: International Organization for Standardization, 73 pp.