Determining the critical buckling load of locally stiffened U-shaped steel sheet pile using dynamic correlation coefficient method
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
2045-2322
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
online resource.
- Bibliographic citation
-
Determining the critical buckling load of locally stiffened U-shaped steel sheet pile using dynamic correlation coefficient method ; volume:12 ; number:1 ; day:28 ; month:7 ; year:2022 ; pages:1-18 ; date:12.2022
Scientific reports ; 12, Heft 1 (28.7.2022), 1-18, 12.2022
- Creator
-
Shen, Caihua
Yu, Hansen
Wang, Xiaojun
Tang, Kai
Asiedu-Kwakyewaa, Cornelia
Zhang, Hanyi
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1038/s41598-022-17070-w
- URN
-
urn:nbn:de:101:1-2022102312473059458717
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:38 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Shen, Caihua
- Yu, Hansen
- Wang, Xiaojun
- Tang, Kai
- Asiedu-Kwakyewaa, Cornelia
- Zhang, Hanyi
- SpringerLink (Online service)
Other Objects (12)
Balancing u-shaped assembly lines heuristically
Goldilocks vs. Robin Hood: Using Shape-constrained Regression to Evaluate U-Shaped (Or Inverse U-Shaped) Theories in Data
Tubular piles - buckling design in a complex situation
Is well-being U-shaped over the life cycle?
U-shaped pricing kernel, volatility and expected option returns
Is well-being u-shaped over the life cycle?
Depression and body mass index, a u-shaped association
Democracy and Banking Stability: Is the Relationship U-Shaped?
Experimental Investigation on Buckling Behavior of soil‐embedded Piles
Experimental Investigation on Buckling Behavior of soil-embedded Piles
AFM probe with the U-shaped cross-sectional cantilever for measuring the ultra-low coefficient of friction of 10−6
U-shaped wage curve and the Internet: The Colombian case
Balancing u-shaped assembly lines heuristically
Goldilocks vs. Robin Hood: Using Shape-constrained Regression to Evaluate U-Shaped (Or Inverse U-Shaped) Theories in Data
Tubular piles - buckling design in a complex situation
Is well-being U-shaped over the life cycle?
U-shaped pricing kernel, volatility and expected option returns
Is well-being u-shaped over the life cycle?
Depression and body mass index, a u-shaped association
Democracy and Banking Stability: Is the Relationship U-Shaped?
Experimental Investigation on Buckling Behavior of soil‐embedded Piles
Experimental Investigation on Buckling Behavior of soil-embedded Piles
AFM probe with the U-shaped cross-sectional cantilever for measuring the ultra-low coefficient of friction of 10−6
U-shaped wage curve and the Internet: The Colombian case
Balancing u-shaped assembly lines heuristically
Goldilocks vs. Robin Hood: Using Shape-constrained Regression to Evaluate U-Shaped (Or Inverse U-Shaped) Theories in Data
Tubular piles - buckling design in a complex situation
Is well-being U-shaped over the life cycle?
U-shaped pricing kernel, volatility and expected option returns
Is well-being u-shaped over the life cycle?
Depression and body mass index, a u-shaped association
Democracy and Banking Stability: Is the Relationship U-Shaped?
Experimental Investigation on Buckling Behavior of soil‐embedded Piles
Experimental Investigation on Buckling Behavior of soil-embedded Piles
AFM probe with the U-shaped cross-sectional cantilever for measuring the ultra-low coefficient of friction of 10−6