- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
2093-6311
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
online resource.
- Bibliographic citation
-
Behaviour of CFST Stub Columns Subjected to Pure Compression ; volume:22 ; number:4 ; day:2 ; month:7 ; year:2022 ; pages:1175-1188 ; date:8.2022
International journal of steel structures ; 22, Heft 4 (2.7.2022), 1175-1188, 8.2022
- Creator
-
Horváth, A.
Kollár, D.
Kövesdi, B.
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1007/s13296-022-00628-9
- URN
-
urn:nbn:de:101:1-2022102700073094911002
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:30 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
- Horváth, A.
- Kollár, D.
- Kövesdi, B.
- SpringerLink (Online service)
Other Objects (12)
Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis
Prediction of the axial compression capacity of stub CFST columns using machine learning techniques
Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression
Stiffness of L‐stubs loaded in compression
CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS
Feasibility study on stub and slender veneer‐wrapped steel columns
Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves
Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns
Structural Behaviour and Fire Design of Duplex and Ferritic Stainless Steel CHS Stub Columns
Reliability of steel columns protected by intumescent coatings subjected to natural fires
Behavior of Reinforced Concrete Circular Columns Subjected to Double Curvature Buckling Moment
Experimental investigations on composite stub columns: hollow sections with embedded solid core made of HSS
Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis
Prediction of the axial compression capacity of stub CFST columns using machine learning techniques
Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression
Stiffness of L‐stubs loaded in compression
CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS
Feasibility study on stub and slender veneer‐wrapped steel columns
Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves
Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns
Structural Behaviour and Fire Design of Duplex and Ferritic Stainless Steel CHS Stub Columns
Reliability of steel columns protected by intumescent coatings subjected to natural fires
Behavior of Reinforced Concrete Circular Columns Subjected to Double Curvature Buckling Moment
Experimental investigations on composite stub columns: hollow sections with embedded solid core made of HSS
Circular rubber aggregate CFST stub columns under axial compression: prediction and reliability analysis
Prediction of the axial compression capacity of stub CFST columns using machine learning techniques
Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression
Stiffness of L‐stubs loaded in compression
CONCRETE‐FILLED COLD‐FORMED STEEL BUILT‐UP COMPOSITE STUB COLUMNS
Feasibility study on stub and slender veneer‐wrapped steel columns
Experimental Local Stability of 3D‐printed Stub Columns Stiffened by Sinusoidal Waves
Experimental Investigation on Axial Strength Improvement of Cold-Formed Steel Jacketed Concrete Stub Columns
Structural Behaviour and Fire Design of Duplex and Ferritic Stainless Steel CHS Stub Columns
Reliability of steel columns protected by intumescent coatings subjected to natural fires
Behavior of Reinforced Concrete Circular Columns Subjected to Double Curvature Buckling Moment