Skip to content
Publish & Distribute
Publishing Solutions
Distribution Solutions
Library Services
Subjects
Architecture and Design
Arts
Business and Economics
Chemistry
Classical and Ancient Near Eastern Studies
Computer Sciences
Cultural Studies
Engineering
General Interest
Geosciences
History
Industrial Chemistry
Jewish Studies
Law
Library and Information Science, Book Studies
Life Sciences
Linguistics and Semiotics
Literary Studies
Materials Sciences
Mathematics
Medicine
Music
Pharmacy
Philosophy
Physics
Social Sciences
Sports and Recreation
Theology and Religion
Publications
Journals
Books
Proceedings
Publishers
Journal Matcher
Blog
Contact
Search
English
English
Deutsch
Polski
Español
Français
Italiano
Cart
Home
Journals
Studia Geotechnica et Mechanica
Volume 44 (2022): Issue 2 (June 2022)
Open Access
Nonlinear buckling analysis of network arch bridges
Adrian Błonka
Adrian Błonka
Wroclaw University of Science and Technology, Doctoral School, Faculty of Civil Engineering, Discipline of Civil Engineering and Transport, Department of Structural Mechanics and Urban Engineering
Wroclaw, Poland
Search for this author on
Sciendo
|
Google Scholar
Błonka, Adrian
and
Łukasz Skrętkowicz
Łukasz Skrętkowicz
Wroclaw University of Science and Technology, Faculty of Civil Engineering, Department of Building Structures
Wroclaw, Poland
Search for this author on
Sciendo
|
Google Scholar
Skrętkowicz, Łukasz
Apr 26, 2022
Studia Geotechnica et Mechanica
Volume 44 (2022): Issue 2 (June 2022)
About this article
Previous Article
Next Article
Abstract
Article
Figures & Tables
References
Authors
Articles in this Issue
Preview
PDF
Cite
Share
Download Cover
Article Category:
Original Study
Published Online:
Apr 26, 2022
Page range:
123 - 137
Received:
Oct 02, 2021
Accepted:
Jan 11, 2022
DOI:
https://doi.org/10.2478/sgem-2022-0007
Keywords
Network arch bridge
,
post-critical analysis
,
nonlinear buckling
,
unique global and local imperfected form
,
cable structures
© 2022 Adrian Błonka et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.