Chapter
Apr 26, 2012
FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading
Authors: Hiroshi Noguchi [email protected] and Takashi Kashiwazaki [email protected]Author Affiliations
Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Abstract
Structural behavior of beam-column joints in a RC frame under seismic loadings differs from RC beam-column joints as subassemblies because neighboring members affect each other. The effects of beam's eccentricities on the seismic performances of RC beam-column joints are investigated by 3-D nonlinear FEM Analysis. The verification of experimental results is conducted using FEM analysis. It is indicated that the torsion effects of beam-column joints caused by eccentricities is restrained more, if the contact area of slabs on the joint panel is larger.
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Published In
Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Pages: 1 - 10
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Beam columns
- Columns
- Concrete
- Concrete frames
- Continuum mechanics
- Cyclic loads
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Finite element method
- Frames
- Joints
- Materials engineering
- Methodology (by type)
- Numerical methods
- Reinforced concrete
- Seismic loads
- Solid mechanics
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Three-dimensional analysis
Authors
Affiliations
Chiba University, Chiba-City, Japan. E-mail: [email protected]
Chiba University, Chiba-City, Japan. E-mail: [email protected]
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