Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns
Abstract Engineered cementitious composites (ECC) possesses characteristics that make it suitable in the zones of high shear and ductility demand of structural elements; however, there is a lack of an adequate model to predict its shear stiffness. A theoretical model for the effective shear stiffnes...
Main Authors: | Chang Wu, Zuanfeng Pan, Kang-Su Kim, Shaoping Meng |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2017-12-01
|
Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1007/s40069-017-0219-2 |
Similar Items
-
Shear Behaviors of RC Beams Externally Strengthened with Engineered Cementitious Composite Layers
by: Guan Wang, et al.
Published: (2019-07-01) -
Behaviour of Hybrid Steel and FRP-Reinforced Concrete—ECC Composite Columns under Reversed Cyclic Loading
by: Fang Yuan, et al.
Published: (2018-12-01) -
Effects of the Replacement Length of Concrete with ECC on the Cyclic Behavior of Reinforced Concrete Columns
by: Jung-Hwan Hyun, et al.
Published: (2021-06-01) -
Self-Healing of Microcracks in Engineered Cementitious Composites (ECC) Under a Natural Environment
by: Victor C. Li, et al.
Published: (2013-07-01) -
Seismic behaviour of interior reinforced-concrete beam-column sub-assemblages with engineered cementitious composites
by: Lee, SW, et al.
Published: (2018)