zweidimensionales bewegtes Bild
Shear Force Acting on T-beam – Centric Point of Application: the T-beam is not twisted at all if the shear force is applied in the shear center.
- Standort
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Hannover TIB
- Umfang
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8MB, 00:00:40:18 (unknown)
- Anmerkungen
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Audiovisuelles Material
Kein gesprochener Text
No spoken text
- Erschienen in
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All about Forces ; (Jan. 2017)
- Schlagwort
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Applied mechanics
- Ereignis
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Veröffentlichung
- (wer)
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Civil Engineering RWTH Aachen University
- (wann)
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2017-01-01
- Beteiligte Personen und Organisationen
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N. N.
Institute of Applied Mechanics (ifam)
OER Initiative of the Faculty of Civil Engineering
- DOI
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10.5446/47063
- Letzte Aktualisierung
-
04.12.2024, 08:09 MEZ
Datenpartner
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Objekttyp
- zweidimensionales bewegtes Bild
Beteiligte
- N. N.
- Institute of Applied Mechanics (ifam)
- OER Initiative of the Faculty of Civil Engineering
- Civil Engineering RWTH Aachen University
Entstanden
- 2017-01-01
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FATIGUE ANALYSIS OF COMPOSITE BEAM WITH BOLTED SHEAR CONNECTORS
Shear Force Acting on T-beam – Right Point of Application: The T-beam is twisted clockwise if the shear force is applied to the right of the shear center
Shear Force Acting on T-beam – Left Point of Application: The T-beam is twisted anti-clockwise if the shear force is apllied to the left of the shear cemter.
Shear fatigue of prestressed I‐beams with shear reinforcement
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Analysis of web forces in concrete beams : theoretical investigation of web forces in the "flexural shear crack zone" of reinforced, prestressed and partially prestressed concrete beams.
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FATIGUE ANALYSIS OF COMPOSITE BEAM WITH BOLTED SHEAR CONNECTORS
Shear Force Acting on T-beam – Right Point of Application: The T-beam is twisted clockwise if the shear force is applied to the right of the shear center
Shear Force Acting on T-beam – Left Point of Application: The T-beam is twisted anti-clockwise if the shear force is apllied to the left of the shear cemter.
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear fatigue of prestressed I‐beams with shear reinforcement
Compliant shear force sensor
Influence of the Longitudinal Shear Transfer on the Vertical Shear Capacity in CSTC Beams
Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Shear behavior and construction method of steel shear keyed joints in precast segmental beams
Analysis of web forces in concrete beams : theoretical investigation of web forces in the "flexural shear crack zone" of reinforced, prestressed and partially prestressed concrete beams.
Reinforced concrete beams subjected to reversed cyclic shear