STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN

Wu Kai; Xue Jianyang; Zhao Hongtie

doi:10.13204/j.gyjz201011014

Volume 40 Issue 11

May 2015

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 51-54,64

Wu Kai, Xue Jianyang, Zhao Hongtie. STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014

Citation:

Wu Kai, Xue Jianyang, Zhao Hongtie. STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014

Citation:

PDF( 0 KB)

STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN

doi: 10.13204/j.gyjz201011014

1.
1. College of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055,China;
2.
2. College of Civil Transportation Engineering,Hohai University,Najing 210098,China

Received Date: 2009-12-17
Publish Date: 2010-11-20

Abstract

Abstract

Shear failure occurs easily on SRC-RC transfer columns,which looks like failure pattern of short RC column,shear crack runs through the whole reinforced concrete.Shear pattern and failure mechanism are analyzed based on established shear model of SRC-RC transfer column which comes from 9 specimens,including 7 SRC-RC transfer columns and 2 RC columns,all specimens are tested under low cyclic reversed loading.Hysteretic performance of SRC-RC transfer columns with shear cracking failure show serious pinch effect,rigidity dearades rapidly with increasing amount of cycles.More stirrups can improve the seismic resistance performance of SRC-RC transfer columns,the shear capacity and displacement ductility of SRC-RC transfer columns are better than those of RC columns.
- steel reinforced concrete,
- reinforced concrete,
- transfer story,
- column,
- indirect loading