Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions-Reference-Cited by-同舟云学术

Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions

Published:2020-09 Issue:3 Volume:6 Page:04020034
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Pedrosa Bruno¹^ORCID,Correia José A. F. O.²,Rebelo Carlos A. S.³,Veljkovic Milan⁴

Affiliation:

1. Ph.D. Student, Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Coimbra, Coimbra 3030-790, Portugal (corresponding author). ORCID: .

2. Researcher, Construct and Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal.

3. Associate Professor, Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Coimbra, Coimbra 3030-790, Portugal.

4. Full Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001081

Reference27 articles.

1. Fatigue Life of Riveted Steel Bridges

2. Analysis of the fatigue life estimators of the materials using small samples

3. A Newton-Raphson method for the solution of systems of equations

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