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

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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

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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

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References(8)

References

[2] 薛建阳.钢与混凝土组合结构[M].武汉:华中科技大学出版社,2007:1-15.

赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001:1-8.

[3] 西村泰志,岡本昌泰,馬場望.RC 部材とSRC 部材が直列的に結合される接合部の応カ伝達(その2) [C]∥日本建筑大会学術講演梗概集(中国) ,1999:1063-1064.

[4] 鈴木英之,西原寛,松崎育弘.柱高さの途中まで存在する鉄骨がRC 柱のせん断性状に及ぼす影響[C]∥コンクリ一ト工学年次論文報告集,1999,21(3):577-582.

[5] 木村潤一,新宮義信.繰返しせん断を受ける混合部材の構造性能[C]∥日本建築学会大会学術講演梗概集,九州,1998:1067-1068.

[6] 今野修,今泉隆之,山本憲一郎,等.超高層建筑物における下層階へのSRC 構造適用に関する実験的研究,その1 SRC柱の靭性性能に関する実験計画[C]∥日本建筑学大会学術講演梗概集.九州:1998:1029-1030.

[7] JGJ 1382001 型钢混凝土组合结构技术规程[S].

[8] 钢筋混凝土深梁专题组.集中荷载间接加载钢筋混凝土深梁试验研究[M].北京:中国建筑工业出版社,2005: 72-82.

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