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...
Main Authors: | YanQun Zhou, YeZhi Zhang, MeiXin Ye, MengSi Zhan |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2014-01-01
|
Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/653247 |
Similar Items
-
Performance based Seismic EvaluationOf Concrete Pier Columns
by: Bo-So Tseng, et al.
Published: (2006) -
Assessment of Soil-Structure Interaction in Seismic Bridge Pier Analysis Using Force and Displacement Based Approaches
by: Singh R N P, et al.
Published: (2015-11-01) -
INFLUENCE OF STRAINING BEAMS ON THE SEISMIC FRAGILITY OF DOUBLE-COLUMN BRIDGE PIERS
by: Yuye Zhang, et al.
Published: (2019-04-01) -
Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns
by: Shi, Yilei
Published: (2009) -
Pushover analysis of the seismic capacity of reinforced concrete double-column bridge piers
by: WANG Hongwei, et al.
Published: (2013-02-01)