STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY

Xu Ya-feng; Jia Lian-guang; Wang Lian-guang; Liang Li; Zhang Hai-xia; Bai Shou-yan

doi:10.13204/j.gyjz200608021

Volume 36 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 68-70,20

Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021

Citation:

Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021

Citation:

PDF( 0 KB)

STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY

doi: 10.13204/j.gyjz200608021

1.
1. The School of Civil Engineering,Shenyang Jianzhu University Shenyang 110168;
2.
2. School of Resources and Civil Engineering,Northeastern University Shenyang 110004;
3.
3. The Library of Shenyang Jianzhu University Shenyang 110168

Received Date: 2006-04-25
Publish Date: 2006-08-20

Abstract

Abstract

By testing of 5 different high strength steel-reinforced concrete frame joints under low cyclic reversed load,the hysteretic behavior of the joints was ascertained.The hysteretic behaviors of the frame joints of steel-reinforced high strength concrete were analyzed using ANSYS and the comparison between experimental study and theoretical analysis.
- steel-reinforced high strength concrete,
- frame joint,
- finite element,
- nonlinear analysis,
- hysteretic behavior

FullText(HTML)

References(11)

References

徐亚丰.钢骨高强混凝土框架节点抗震性能的研究:[博士学位论文].沈阳:东北大学,2003

[2] 王湛,甄永辉.钢管高强混凝土压弯构件滞回性能的研究.地震工程与工程震动,2000,20(4):51-55

[3] Mirza A,Hyttinen V,Hyttinen E.Physical Tests and Analyses of Composite Steel-Concrete Beam-Columns.Journal of Structural Engineering,1996,122(11):1 317-1 326

[4] 刘涛.精通ANSYS.北京:清华大学出版社,2002

[5] Lee Yinyin,Ng Chungfai.Nonlinear Response of Composite Plates Using the Finite Element Modal Reduction Method.Engineering Structures,2001,23(11):1 104-1 114

[6] Yan X.Seismic Performance of High-Strength Concrete Columns.Journal of Structural Engineering,1998(3):241-251

[7] 蒋丽忠,余志武.初始挠曲对钢混凝土连续梁受力性能的影响.建筑结构,2002,32(5):31-33

[8] 孔丹丹.钢筋混凝土材料性能的等效方法研究:[硕士学位论文]沈阳:沈阳建筑工程学院,2003

[9] 刘浩.CFRP增强混凝土柱在重复荷载作用下性能的研究:[硕士学位论文].沈阳:沈阳建筑工程学院,2002

[10] 刘浩.CFRP增强混凝土柱承载能力的有限元分析.沈阳建筑工程学院学报,2002,18(3):161-163

[11] 陈宏广.曲线桥破坏机理数值模拟:[硕士学位论文].沈阳:沈阳建筑工程学院,2003

Relative Articles

[1]	QIAO Xueliang, WANG Yuanqing, JIA Lianguang, WANG Xiyan. Finite Element Parameter Analysis of Static Performance for Stainless-Steel Beam-Column Connections[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 58-64. doi: 10.3724/j.gyjzG24060705
[2]	REN Chong, YUAN Yuqing, CHEN Yang. Finite Element Analysis on Shear Performance Large-Diameter Short Stud Connectors in Prefabricated Steel-Thin UHPC Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 180-187. doi: 10.13204/j.gyjzG22112702
[3]	CHEN Peng, SUN Shu. Finite Element Analysis and Bearing Capacity Calculation of Combined Cruciform CFST Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 35-40,117. doi: 10.13204/j.gyjzG21022307
[4]	BU Yang, ZHANG Ping. Finite Element Analysis on Seismic Performance of Buckling-Restrained Butterfly-Shaped Steel Plate Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 62-69,208. doi: 10.13204/j.gyjzG20041801
[5]	GE Yipeng, XIONG Xueyu. FINITE ELEMENT ANALYSIS OF BENDING TEST FOR PRESTRESSED CONCRETE DOUBLE TEES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 21-27,52. doi: 10.13204/j.gyjzg21061511
[6]	RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011
[7]	Gu Jianye, Sun Guohua, Yu Anlin, Zhao Baocheng, Shi Yu. CYCLIC TEST OF DAMAGED RC FRAMES RETROFITTED WITH Y-ECCENTRICALLY STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 25-30.
[8]	Sun Feng, Pan Rong, Sun Yunlun. NONLINEAR FINITE ELEMENT TEST SIMULATION OF THE MECHANICAL BEHAVIOR OF THE HALF-STEEL-CONCRETE COMPOSITE PLATE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 36-40. doi: 10.13204/j.gyjz2001412007
[9]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[10]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[11]	Xu Jufen, Yang Junjie, Xu Liangde. ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 90-93,97. doi: 10.13204/j.gyjz2011205016
[12]	Zou Linbin, Jiang Haibo, Wei Chungen, Yin Wu, Yang Min. FINITE-ELEMENT ANALYSIS OF SHEAR BEHAVIOR OF JOINT STRUCTURE IN SEGMENTAL CONSTRUCTION CONCRETE BOX GIRDER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 92-95. doi: 10.13204/j.gyjz201111020
[13]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[14]	Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[15]	Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
[16]	Zheng Tingyin, Wu Xinghua, Su Ming, Yang Bo. EFFECT OF STEEL CONCEALED-BEAM ON STATIC PERFORMANCE OF NEW COMBINATORY CONCEALED-BEAM FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 51-56,73. doi: 10.13204/j.gyjz200912014
[17]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[18]	Liu Jianxin, Wang Hongnan. NONLINEAR ANALYSIS OF STAGGERED SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 31-33. doi: 10.13204/j.gyjz200612009
[19]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[20]	Zheng Qizhen, Wei Lin, Tang Baohua. EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS＇　SHEAR CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 57-60. doi: 10.13204/j.gyjz200409017