Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge

[1]  Luc Taerwe,et al.  fib model code for concrete structures 2010 , 2013 .

[2]  Giuseppe Mancini,et al.  Framework for definition of design formulations from empirical and semi-empirical resistance models , 2018, Structural Concrete.

[3]  Milan Holický,et al.  Reliability and Risk Acceptance Criteria for Civil Engineering Structures , 2016 .

[4]  C. R. Hendy,et al.  Designers' guide to EN 1992-2 : Eurocode 2 : design of concrete structures, Part 2, concrete bridges , 2007 .

[5]  Gabriele Bertagnoli,et al.  Reliability-based evaluation of bond strength for tensed lapped joints and anchorages in new and existing reinforced concrete structures , 2018 .

[6]  Mahesh D. Pandey,et al.  Engineering Decisions for Life Quality , 2009 .

[7]  A W Beeby,et al.  CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .

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

[9]  P. Castaldo,et al.  Partial safety factor for resistance model uncertainties in 2D non-linear finite element analysis of reinforced concrete structures , 2018, Engineering Structures.

[10]  Giuseppe Mancini,et al.  Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals , 2019, Engineering Structures.

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

[12]  Robby Caspeele,et al.  The Design Value Method and Adjusted Partial Factor Approach for Existing Structures , 2013 .