Reliability basis for assessment of existing building structures with reference to sans 10160

PROF DR MILAN HOLICKÝ obtained his Civil Engineering degree at the Czech Technical University in Prague, his PhD at Waterloo, Canada, and his DrSc (h.c.) from the Moscow State University of Civil Engineering. He is currently employed at the Klokner Institute, Czech Technical University in Prague, and is an Extraordinary Professor at Stellenbosch University, South Africa. He is involved in the research of structural reliability and risk assessment. He has written or co-authored more than 300 scientific and technical publications, textbooks and five monographs, and is actively participating in international research within CIB, JCSS ISO, CEN TC250 Structural Eurocodes, and is project leader on the assessment of existing structures.

[1]  Miroslav Sykora,et al.  Determination of target safety for structures , 2015 .

[2]  Bruce R. Ellingwood,et al.  Reliability-based condition assessment and LRFD for existing structures , 1996 .

[3]  D. E. Allen Limit states criteria for structural evaluation of existing buildings , 1991 .

[4]  Johan V. Retief,et al.  Standardized basis for assessment of existing structures , 2019 .

[5]  Michael Havbro Faber,et al.  Optimal and acceptable reliabilities for structural design , 2019 .

[6]  Markova Jana,et al.  New European Technical Rules for the Assessment and Retrofitting of Existing Structures. , 2015 .

[7]  Miroslav Sykora,et al.  Target reliability for existing structures considering economic and societal aspects , 2017, Life-Cycle of Structural Systems.

[8]  N.P.M. Scholten,et al.  Assessment of existing structures , 2009 .

[9]  Ton Vrouwenvelder,et al.  Assessment Criteria for Existing Structures , 2010 .

[10]  Carlos Lara,et al.  Semi-probabilistic models for the assessment of existing concrete structures , 2011 .

[11]  Johan V. Retief,et al.  Review of Eurocode from the perspective of the revision of SANS 10160 , 2009 .

[12]  Johan V. Retief,et al.  Partial factors for selected reinforced concrete members: Background to a revision of SANS 10100-1 , 2010 .

[13]  Milan Holický,et al.  Economic and human safety reliability levels for existing structures , 2015 .

[14]  R. V. Milford,et al.  Proposals for a comprehensive limit states formulation for South African structural codes : technical paper , 1987 .

[15]  Robby Caspeele,et al.  Partial factor methods for existing concrete structures , 2016 .

[16]  Miroslav Sykora,et al.  Reliability differentiation and uniform risk in standards: a critical review and a practical appraisal , 2019 .