Hochschulschrift
Seismic bond model for concrete reinforcement and the application to column-to-foundation connections
- Alternative title
-
Model für den Verbund zwischen Bewehrungsstahl und Beton unter seismischer Beanspruchung und seine Anwendung für Stützen-Fundament-Anschlüsse
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
Stuttgart, Universität Stuttgart, Diss., 2012
- Keyword
-
Stahlbeton ; Verbund ; Anschluss ; Erdbeben ; Tragverhalten ; Bemessung ; Bewehrung ; Beton ; Erdbebenbelastung
- Event
-
Veröffentlichung
- (where)
-
Stuttgart
- (who)
-
Universitätsbibliothek der Universität Stuttgart
- (when)
-
2013
- Creator
- Contributor
-
Eligehausen, Rolf
- URN
-
urn:nbn:de:bsz:93-opus-80596
- Rights
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
14.08.2025, 11:00 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.
Object type
- Hochschulschrift
Associated
- Mahrenholtz, Christoph
- Eligehausen, Rolf
- Universitätsbibliothek der Universität Stuttgart
Time of origin
- 2013
Other Objects (12)
Seismic bond model for concrete reinforcement and the application to column-to-foundatiion connections
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Ultimate behaviour of bolted beam‐to‐column connections in large rotations
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NUMERICAL CHARACTERIZATION OF INNOVATIVE DEMOUNTABLE BEAM‐COLUMN CONNECTIONS USING LONG BOLTS
COMPOSITE COLUMN WITH A BUNCH OF HIGH‐STRENGTH REINFORCEMENT BARS
Mathematics Connections to Current Events
Seismic bond model for concrete reinforcement and the application to column-to-foundatiion connections
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections
Performance of GFRP-RC precast cap beam to column connections with epoxy-anchored reinforcement: a numerical study
Classification System for Semi-Rigid Beam-to-Column Connections
Ultimate behaviour of bolted beam‐to‐column connections in large rotations
Shear tests on demountable precast column connections
Simplification of KDS 14 Design Method for Slab–Column Connections Subjected to Unbalanced Moment
Three-dimensional analysis of steel beam-column bolted connections
Rilke's connections to Nietzsche
NUMERICAL CHARACTERIZATION OF INNOVATIVE DEMOUNTABLE BEAM‐COLUMN CONNECTIONS USING LONG BOLTS
COMPOSITE COLUMN WITH A BUNCH OF HIGH‐STRENGTH REINFORCEMENT BARS
Mathematics Connections to Current Events
Seismic bond model for concrete reinforcement and the application to column-to-foundatiion connections
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections
Performance of GFRP-RC precast cap beam to column connections with epoxy-anchored reinforcement: a numerical study
Classification System for Semi-Rigid Beam-to-Column Connections
Ultimate behaviour of bolted beam‐to‐column connections in large rotations
Shear tests on demountable precast column connections
Simplification of KDS 14 Design Method for Slab–Column Connections Subjected to Unbalanced Moment
Three-dimensional analysis of steel beam-column bolted connections
Rilke's connections to Nietzsche
NUMERICAL CHARACTERIZATION OF INNOVATIVE DEMOUNTABLE BEAM‐COLUMN CONNECTIONS USING LONG BOLTS
COMPOSITE COLUMN WITH A BUNCH OF HIGH‐STRENGTH REINFORCEMENT BARS