Determining the critical buckling load of locally stiffened U-shaped steel sheet pile using dynamic correlation coefficient method
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
2045-2322
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
online resource.
- Erschienen in
-
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
- Urheber
-
Shen, Caihua
Yu, Hansen
Wang, Xiaojun
Tang, Kai
Asiedu-Kwakyewaa, Cornelia
Zhang, Hanyi
- Beteiligte Personen und Organisationen
-
SpringerLink (Online service)
- DOI
-
10.1038/s41598-022-17070-w
- URN
-
urn:nbn:de:101:1-2022102312473059458717
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
15.08.2025, 07:38 MESZ
Datenpartner
Dieses Objekt wird bereitgestellt von:
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Beteiligte
- Shen, Caihua
- Yu, Hansen
- Wang, Xiaojun
- Tang, Kai
- Asiedu-Kwakyewaa, Cornelia
- Zhang, Hanyi
- SpringerLink (Online service)
Ähnliche Objekte (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