ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP

Wang Tiecheng; Wang Yuliang; Jiang Weishan

doi:10.13204/j.gyjz200903011

Volume 39 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 32-35

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

Citation:

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

Citation:

Wang Tiecheng, Wang Yuliang, Jiang Weishan. ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 32-35. doi: 10.13204/j.gyjz200903011

PDF( 0 KB)

ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP

doi: 10.13204/j.gyjz200903011

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2008-04-15
Publish Date: 2009-03-20

Abstract

Abstract

Based on the test data, the function of stirrup in SRC joints and the feasibility of SRC joints without stirrup are discussed, also the hysteretic behavior and capacity of bearing loads of non-stirrup SRC joints with thickened web are analyzed. It is indicated that SRC joints with thickened web and drawing steel set on longitudinal bar of columns can be satisfied with the requirement of deformation capacity and ductility of specimens, and the stirrup in SRC joints has not to be set, which is inconvenient. The utilization ratio of thickened web is put forward, also the formula of bearing capacity and reinforced measure are given.
- steel reinforced concrete joint,
- no stirrup,
- mechanical Property,
- thickened web,
- bearing capacity

FullText(HTML)

References(5)

References

.梁柱节点专题组. 劲性钢筋混凝土梁柱节点性能及受剪承载力[G]//混凝土研究报告选集(3). 北京: 中国建筑工业出版社, 1994.

[2] .唐九如, 陈雪红. 劲性钢筋混凝土梁柱节点与抗剪强度[J]. 建筑结构学报, 1990(4): 28-36.

[3] .日本建筑学会. 铁骨铁筋コンタリ一ト造算规同解说[S]. 日本建筑学会, 2001: 175-177.

[4] .薛建阳. 型钢混凝土节点抗震性能及构造方法[J]. 世界地震工程, 2002,18(2): 61-64.

[5] .刘维亚, 张兴武, 姜维山, 等. 型钢混凝土组合结构构造与计算手册[M]. 北京: 中国建筑工业出版社, 2004: 60-62.

Relative Articles

[1]	QIU Zengmei, ZHANG Tao, LI Guochang, LI Mengge. Research on Seismic Performance of Concrete-Filled Square Steel Tubular Columns with CFRP Profiles[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 141-148. doi: 10.3724/j.gyjzG24040701
[2]	MA Shaochun, TAN Shilong, BAO Peng, CHANG Haosong. Seismic Tests and Finite Element Analysis of Joints for L-Shaped Ceramsite Concrete Composite Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 9-18. doi: 10.3724/j.gyjzG23082902
[3]	XIAO Jie, TAN Yuefeng, TONG Chao, YANG Heping, CHANG Jin, ZOU Weilie, CHEN Guanyi. Numerical Analysis for Shallow Landslides of Expansive Soil Slopes Based on Three Fields Coupling[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 128-136,118. doi: 10.13204/j.gyjzg21070206
[4]	YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005
[5]	HU Hao. INFLUENCING FACTOR ANALYSIS ON THE BEARING CAPACITY OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 88-95. doi: 10.13204/j.gyjz202003015
[6]	Chen Jingjing, Ru Zhongliang, Wei Zushuai. NUMERICAL MODELING OF HYDRAULIC FRACTURE BASED ON PORE PRESSURE COHESIVE CRACK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 103-106. doi: 10.13204/j.gyjz201504019
[7]	Guo Hongchao, Zhong Xuan. MECHANICAL BEHAVIOR NUMERICAL ANALYSIS OF Q460 EQUAL LEG ANGLE BASED ON THE TRANSMISSION TOWER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 162-166. doi: 10.13204/j.gyjz201312030
[8]	Guo Yongchang, Xu Shunde, Li Lijuan, Qiu Yongsen. MECHANICAL BEHAVIOR OF HYBRID FIBER CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 18-22,31. doi: 10.13204/j.gyjz201306005
[9]	Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015
[10]	Huang Junjie, Su Qian, Zhou Heng, Zheng Jianbin. REINFORCEMENT DESIGN OF THE DISEASE PILE FOUNDATION OF EXISTING BRIDGE IN KARST AREA AND NUMERICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 166-170. doi: 10.13204/j.gyjz201207029
[11]	Guo Qi, Hu Kun, Pan Jianwu. EXPERIMENTAL STUDY ON TANGENT POISSON RATIO OF BFRP-CONFINED CONCRETE CIRCULAR COLUMN UNDER FREEZE-THAW CYCLES AND SODIUM CHLORIDE SOLUTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 27-33. doi: 10.13204/j.gyjz201105007
[12]	Chen Lanyun, Shu Zhong, Yi Nangai. NUMERICAL SIMULATION OF VERTICAL BEARING CAPACITY OF POST-GROUTING BORED PILES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 78-81. doi: 10.13204/j.gyjz201107018
[13]	Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017
[14]	Zhou Lianjun, Peng Zhenbin, He Zhongming, Peng Wenxiang. NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 81-83,105. doi: 10.13204/j.gyjz200905017
[15]	Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003
[16]	Tian Ruijun, Du Xiuli, Peng Yijiang. NUMERICAL SIMULATION ON COMPRESSION FAILURE PROCESS OF CONCRETE AND SIZE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 68-72112. doi: 10.13204/j.gyjz200804018
[17]	Wu Gang, Gu Dongsheng, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 19-23. doi: 10.13204/j.gyjz200706006
[18]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[19]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	周泽文，周翔，翟慕赛，常军. 基于小波包能量曲率的环境激励下简支梁损伤识别方法. 扬州大学学报(自然科学版). 2024(01): 62-68 .
2.	刘义艳，刘兴，刘方方，代杰. 基于改进ELM-Markov Model的建筑结构稳定性监测算法. 吉林大学学报(工学版). 2024(11): 3351-3357 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (125) PDF downloads(39)