Applying the Weibull and Stüssi Methods that Derive Reliable Wöhler Curves to Historical German Bridges-Reference-Cited by-同舟云学术

Applying the Weibull and Stüssi Methods that Derive Reliable Wöhler Curves to Historical German Bridges

Published:2020-11 Issue:4 Volume:25 Page:04020029
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Toasa Caiza Paul Dario¹^ORCID,Ummenhofer Thomas²,Correia José A. F. O.³,De Jesus Abilio³

Affiliation:

1. Scientific Employee, Karlsruher Institut für Technologie Stahl- und Leichtbau, Versuchsanstalt für Stahl, Holz und Steine, Karlsruher Institut für Technologie, Otto-Ammann-Platz, Karlruhe 76131, Germany (corresponding author). ORCID: .

2. Professor and Director of the “Versuchsanstalt für Stahl, Holz und Steine,” Karlsruher Institut für Technologie Stahl- und Leichtbau, Versuchsanstalt für Stahl, Holz und Steine, Karlsruher Institut für Technologie, Otto-Ammann-Platz, Karlruhe 76131, Germany.

3. Professor, Faculty of Engineering, Univ. of Porto, Rua Dr. Roberto Frias, Porto 4200-465, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000506

Reference21 articles.

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3. Statistisch begründete Festigkeitskennwerte genieteter Bauteile – statische Festigkeit und Wöhlerlinienkatalog

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