Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers
The seismic behavior and plasticity spreading of a neotype column-slab high pier are researched in this paper. Four scale model tests of a web slab with two boundary columns are carried out under cyclic inelastic lateral displacements simulating seismic response. The test results show that the neoty...
Saved in:
Main Authors: | YanQun Zhou, YeZhi Zhang, MeiXin Ye, MengSi Zhan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2014-01-01
|
Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/653247 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental and Numerical Investigation on Seismic Performance of RC Exterior Beam-Column Joints with Slabs
by: Zhimeng Wang, et al.
Published: (2022-01-01) -
Experimental and numerical study on seismic behaviors of SRC column-RC slab joints in NPP
by: Dayang Wang, et al.
Published: (2025-02-01) -
Performance of Pier-to-Pier Cap Connections of Integral Bridges under Thermal and Seismic Loads
by: Siva Avudaiappan, et al.
Published: (2021-01-01) -
Experimental Study on the Seismic Behavior of CFST Self-Centering Rocking Bridge Piers
by: Wei Lu, et al.
Published: (2025-01-01) -
Study on Impact Behavior and Impact Force of Bridge Pier Subjected to Vehicle Collision
by: Deyuan Zhou, et al.
Published: (2017-01-01)