Reliability‐based calibration of design code formulas: Application to shear resistance formulas for reinforced concrete members without shear reinforcement-Reference-Cited by-同舟云学术

Reliability‐based calibration of design code formulas: Application to shear resistance formulas for reinforced concrete members without shear reinforcement

Published:2022-12-14 Issue:2 Volume:24 Page:2979-3001
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Slobbe Arthur¹^ORCID,Rózsás Árpád¹^ORCID,Yang Yuguang²

Affiliation:

1. Department of Structural Reliability Netherlands Organization for Applied Scientific Research (TNO) Delft The Netherlands

2. Department of Engineering Structures – Concrete Structures Delft University of Technology Delft The Netherlands

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200583

Reference61 articles.

1. CEN.Background document for prEN 1992‐1‐1:2021. Technical report CEN/TC250/SC2. (Technical report N1939).2021a.

2. CEN.Eurocode 2: Design of concrete structures – Part 1‐1: General rules – Rules for buildings bridges and civil engineering structures. Technical report CEN/TC250. (Technical report N2000).2021b.

3. CEN.Eurocode 2: Design of concrete structures. Part 1‐1: General rules and rules for buildings. Brussels Belgium.2011.

4. RózsásÁ SlobbeAT.Model uncertainty in nonlinear finite element analysis – a method for separating resistance model and material uncertainties and a demonstration for the shear tension failure model of EC‐2. (TNO 2020 R10851). Delft The Netherlands.2020.

5. KönigG FischerJ.Model uncertainties concerning design equations for the shear capacity of concrete members without shear reinforcement.1995.

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