Hochschulschrift
Shear strength models for reinforced and prestressed concrete members
- Weitere Titel
-
Querkraftmodelle für Bauteile aus Stahl- und Spannbeton
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
RWTH Aachen University, Dissertation, 2017
- Klassifikation
-
Ingenieurbau und Umwelttechnik
- Ereignis
-
Veröffentlichung
- (wo)
-
Aachen
- (wer)
-
Universitätsbibliothek der RWTH Aachen
- (wann)
-
2017
- Urheber
- Beteiligte Personen und Organisationen
- DOI
-
10.18154/RWTH-2017-06170
- URN
-
urn:nbn:de:101:1-2018071007020333653920
- Rechteinformation
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
25.03.2025, 13:54 MEZ
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.
Objekttyp
- Hochschulschrift
Beteiligte
- Herbrand, Martin
- Hegger, Josef
- Nguyen, Viet Tue
- Reineck, Karl-Heinz
- Universitätsbibliothek der RWTH Aachen
Entstanden
- 2017
Ähnliche Objekte (12)
Punching in shear-reinforced flat slabs and column bases
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Einfluss der Verbundart auf die Grenztragfähigkeit von Spannbetonbalken
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Evaluation of FRP-Reinforced Concrete Members without Shear Reinforcement - Analysis using Shear Crack Propagation Theory (SCPT)
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Anchorages and laps in reinforced concrete members under monotonic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
Shear fatigue of prestressed I‐beams with shear reinforcement
A procedure to derive partial safety factors in textile-reinforced concrete members
Shear strength models for reinforced and prestressed concrete members
Punching in shear-reinforced flat slabs and column bases
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Einfluss der Verbundart auf die Grenztragfähigkeit von Spannbetonbalken
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Evaluation of FRP-Reinforced Concrete Members without Shear Reinforcement - Analysis using Shear Crack Propagation Theory (SCPT)
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Anchorages and laps in reinforced concrete members under monotonic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
Shear fatigue of prestressed I‐beams with shear reinforcement
A procedure to derive partial safety factors in textile-reinforced concrete members
Shear strength models for reinforced and prestressed concrete members
Punching in shear-reinforced flat slabs and column bases
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Einfluss der Verbundart auf die Grenztragfähigkeit von Spannbetonbalken
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Evaluation of FRP-Reinforced Concrete Members without Shear Reinforcement - Analysis using Shear Crack Propagation Theory (SCPT)
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Anchorages and laps in reinforced concrete members under monotonic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
Shear fatigue of prestressed I‐beams with shear reinforcement
A procedure to derive partial safety factors in textile-reinforced concrete members