Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall Systems

Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall Systems

Abstract Reinforced concrete (RC) coupled wall systems, compared with RC shear wall without opening, have more complex nonlinear behavior under the extreme earthquake loads due to the existence of coupling beams. The behavior characteristics induced by nonlinear shear deformation such as shear–flexu...

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Bibliographic Details
Main Authors: Ke Du, Huan Luo, Jiulin Bai, Jingjiang Sun
Format: Article
Language:English
Published: SpringerOpen 2019-06-01
Series:International Journal of Concrete Structures and Materials
Subjects:
reinforced concrete coupled wall systems
fiber element including shear effect
reversed-cyclic loading
nonlinear analysis
shear model
Online Access:http://link.springer.com/article/10.1186/s40069-019-0346-z

Internet

http://link.springer.com/article/10.1186/s40069-019-0346-z

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