Splitting failure of reinforced concrete columns
Many earthquake reconnaissance studies have revealed a unique splitting failure mode of RC columns that has yet to be fully elucidated. Most available shear strength models in the current codes are established based on the concept of a diagonal shear plane in which shear force must be transferred th...
Main Authors: | Pham, Thanh Phuong, Li, Bing |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2013
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/96956 http://hdl.handle.net/10220/10099 |
Similar Items
-
Seismic performance of reinforced concrete columns with plain longitudinal reinforcing bars
by: Pham, Thanh Phuong, et al.
Published: (2014) -
Seismic assessment of existing reinforced concrete columns
by: Pham, Thanh Phuong
Published: (2015) -
Seismic behavior of reinforced concrete columns with light transverse reinforcement under different lateral loading directions
by: Pham, Thanh Phuong, et al.
Published: (2014) -
Seismic Performance Assessment of L-Shaped Reinforced Concrete Columns
by: Pham, Thanh Phuong, et al.
Published: (2015) -
Ultimate displacement of reinforced concrete columns with light transverse reinforcement
by: Tran, Cao Thanh Ngoc., et al.
Published: (2013)