ASEISMIC EXPERIMENTAL STUDY ON MID-FRAME JOINTS OF SEMI-RIGID BEAM-COLUMN CONNECTION

Li Xufeng  Wang Xinwu  Li Congling

doi:10.13204/j.gyjz201510028

Volume 45 Issue 10

Dec. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(10): 150-154

Li Xufeng Wang Xinwu Li Congling, . ASEISMIC EXPERIMENTAL STUDY ON MID-FRAME JOINTS OF SEMI-RIGID BEAM-COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 150-154. doi: 10.13204/j.gyjz201510028

Citation:

Li Xufeng Wang Xinwu Li Congling, . ASEISMIC EXPERIMENTAL STUDY ON MID-FRAME JOINTS OF SEMI-RIGID BEAM-COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 150-154. doi: 10.13204/j.gyjz201510028

Citation:

PDF( 0 KB)

ASEISMIC EXPERIMENTAL STUDY ON MID-FRAME JOINTS OF SEMI-RIGID BEAM-COLUMN CONNECTION

doi: 10.13204/j.gyjz201510028

Li Xufeng Wang Xinwu Li Congling,

Publish Date: 2015-10-20

Abstract

Abstract

The column loading was adopted instead of the traditional symmetric beam-end loading to carry out the low cyclic reversed loading test on the mid-frame joint of T-section steel connection，which was more in accordance with the practical loading features． The test results showed that the maximum stress occurred at the junction between the flange and web of T-member，where the plastic hinge appeared firstly; during the loading process，the column flange and the beam flange were both at the elastic stage，yet the shear strain of the joint area turned into the yield strain． Meanwhile，the hysteretic curve and the skeleton curve testified the preferable ductility and energy dissipation of the joint．
- column end loading,
- mid-frame joint,
- low cyclic reversed loading,
- hysteretic performance,
- energy dissipation characteristics

FullText(HTML)

References(0)

References

Relative Articles

[1]	ZHANG Ailin, LI Ying, JIANG Ziqin, ZHANG Like. Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 65-74. doi: 10.3724/j.gyjzG23021614
[2]	LONG Weiguo, LI Qiuji, LIU Yifeng, LU Wenfan, OU Jiajia, PAN Peng. Research on Lateral Resistance of Small-Section Wooden Frame Shear Walls with Different Post-Beam Connections and Cladding Panel Types[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 135-144,117. doi: 10.13204/j.gyjzG22090806
[3]	YU Feng, CHEN Hao, YAO Chi, QIN Yin, FANG Yuan, BU Shuangshuang. Numerical Analysis of Moment-Curvature Relations on Self-Stressing Steel-Slag- Concrete-Filled Steel Tube Columns Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 160-168,188. doi: 10.13204/j.gyjzG22012912
[4]	OUYANG Jinqiu, HUANG Liang, ZENG Linghong, SHI Chuxian, DENG Peng, CAO Yang. SEISMIC PERFORMANCE RESEARCH ON PREFABRICATED CONCRETE-BLOCK WALLS WITH STRUCTURE OR CORE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 61-67,93. doi: 10.13204/j.gyjzG19112302
[5]	GUO Yan, LIAN Ming. RESEARCH ON HYSTERETIC BEHAVIOR OF STEEL FRAMED-TUBE STRUCTURES WITH REPLACEABLE SHEAR LINKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 82-92. doi: 10.13204/j.gyjzG20031809
[6]	WU Xiufeng, WANG Bo, ZHAI Yongshun, CAO Huidong. STUDY ON HYSTERETIC BEHAVIOR OF MORTISE-TENON JOINTS OF RUBBER REINFORCED WOODEN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 131-138. doi: 10.13204/j.gyjzG20031405
[7]	HAN Xue, LI Haifeng, XIE Caixia. RESEARCH ON MECHANICAL PROPERTIES OF STEEL PLATES WITH ROUND HOLES UNDER REPEATED TENSILE AND COMPRESSIVE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 128-134. doi: 10.13204/j.gyjz202006021
[8]	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
[9]	Qi Xin, Zhao Lei, Xu Hu, Yu Zhixiang, Yang Chang. MECHANICAL PROPERTIES AND REINFORCEMENT MEASURES OF BUTTERFLY SHAPE JOINT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 143-148. doi: 10.13204/j.gyjz201502029
[10]	Jiang Zhaodong. A REPEATEDLY LOADED EXPERIMENTAL STUDY OF BEAM-PILLAR SUPPORTED JOINT IN LARGE COAL-FIRED POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 161-165. doi: 10.13204/j.gyjz201501033
[11]	Zhang Ailin, Hui Yi, Liu Xuechun. SEISMIC PERFORMANCE RESEARCH ON BEAM-COLUMN SPLICE JOINTS OF PREFABRICATED STEEL FRAMED STRUCTURES WITH BRACES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 35-38.
[12]	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.
[13]	Xue Jianyang, Wang Cheng, Ma Hui, Zhou Sheng, Zhang Jie. NUMERICAL SIMULATION OF SHEAR BEHAVIOR OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMNS BASED ON OPENSEES PROGRAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 114-119,137. doi: 10.13204/j.gyjz201308025
[14]	Hu Bo, Liu Bingkang, Wang Chenggang, Yu Chao. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCES OF A TWO-STOREY REINFORCED RECYCLED AGGREGATES CONCRETE FRAME UNDER LOW-CYCLE REPEATED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 53-58. doi: 10.13204/j.gyjz201309010
[15]	Dai Guoxin, Wang Fei, Shi Gang, Wang Yuanqing, Shi Yongjiu. COMPARISON OF MONOTONIC AND CYCLIC PERFORMANCES OF STRUCTURAL STEEL Q345 AND Q460[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 13-17,55. doi: 10.13204/j.gyjz201201003
[16]	Zhang Jian, Diao Bo, Xi Jie. RESEARCH ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS AFTER THE ACTION OF SUSTAINED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 38-41. doi: 10.13204/j.gyjz201210010
[17]	Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng. EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
[18]	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
[19]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004
[20]	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