EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STOREY-ADDING FRAME STRENGTHENED WITH CFRP SHEET

Ding Hongyan  Liang Yuguo  Guo Yaohua

doi:10.13204/j.gyjz201510033

Volume 45 Issue 10

Dec. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(10): 176-182

Ding Hongyan Liang Yuguo Guo Yaohua, . EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STOREY-ADDING FRAME STRENGTHENED WITH CFRP SHEET[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 176-182. doi: 10.13204/j.gyjz201510033

Citation:

Ding Hongyan Liang Yuguo Guo Yaohua, . EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STOREY-ADDING FRAME STRENGTHENED WITH CFRP SHEET[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 176-182. doi: 10.13204/j.gyjz201510033

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF STOREY-ADDING FRAME STRENGTHENED WITH CFRP SHEET

doi: 10.13204/j.gyjz201510033

Ding Hongyan Liang Yuguo Guo Yaohua,

Publish Date: 2015-10-20

Abstract

Abstract

The seismic behavior of a steel implanted storey-adding frame and a steel implanted storey-adding frame strengthened with CFRP sheet for 1/3 scale model was investigated under low cycle reversed load． The failure characteristics，hysteresis properties，rigidity degeneracy，displacement ductility and energy dissipation capacity of the two specimens were compared． The test results revealed that the cement based inorganic anchoring material used in structural anchorage had good mechanical properties． The seismic behavior of steel storey-adding frames was favorable． After the steel implanted joint was reinforced by CFRP sheet，the failure mechanism of the storey-adding frame was turned from hybrid hinged failure into beam hinged failure，and the seismic behavior of the structure was significantly improved．
- CFRP sheet,
- added steel storey,
- RC frame,
- pseudo-static test

FullText(HTML)

References(0)

References

Relative Articles

[1]	JIANG Feng, LU Tao, MAO Yongping, KOU Zhao, QIN Huihui, ZHOU An. Quasi-Static Tests on Seismic Performance of Centrifugal Concrete-Filled Steel Tube Piles[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 233-239. doi: 10.3724/j.gyjzG22120807
[2]	ZHOU Xin, WANG Xinwu, YU Yongqiang, LI Tong. Quasi-Static Test Study on Eccentrically Braced Steel Frames with Replaceable Links After Earthquake[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 122-128. doi: 10.13204/j.gyjzG20101907
[3]	ZHANG Guowei, GAO Haizhi, WANG Haoqiang, AN Jianing, WANG Hao, CUI Yazhuo. Experimental Research on Seismic Performance of Two-Story Full-Scale RC Frame with New-Type Prefabricated Enclosure Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 61-70. doi: 10.13204/j.gyjzG21060810
[4]	GUO Zhaosheng, HE Wubin, LIU Jialong, AN Zengjun. Experimental Research on Shear Capacity of PHC Pipe Pile Strengthened with CFRP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 7-11,54. doi: 10.13204/j.gyjzG21111710
[5]	ZHANG Min, HUANG Wei, MIAO Xinwei. SEISMIC BEHAVIOR TEST OF FIBER-REINFORCED RECYCLED CONCRETE PREFABRICATED COMPOSITE WALLS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 42-49. doi: 10.13204/j.gyjz201907080013
[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]	LU Chunling, ZHANG Zheming, LI Bolin, WANG Peng. EXPERIMENTAL RESEARCH ON STRESS LOSS OF LARGE-SIZED CONCRETE COLUMNS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 175-182. doi: 10.13204/j.gyjz202006028
[8]	MOU Yanling, JIA Bin, CHEN Baifan, HUANG Hui, LU Yonggang. EXPERIMENTAL STUDY OF SHEAR PERFORMANCE OF CFRP REINFORCED CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 160-165. doi: 10.13204/j.gyjzG19122806
[9]	Ding Hongyan, Yang Baokun, Zhang Puyang, Qiao Shuai. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF STORY-ADDED REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 49-54. doi: 10.13204/j.gyjz201505012
[10]	Li Bing, Li Hongnan. RESEARCH ON QUASI-STATIC TEST OF REINFORCED CONCRETE SHEAR WALLS WITH DIFFERENT SHEAR-SPAN RATIO[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 32-36. doi: 10.13204/j.gyjz201009011
[11]	Zhang Guangtai, Liu Qing, Wang Kexin. BENDING TESTS AND NUMERICAL ANALYSIS OF CFRP STRENGTHENED RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 80-83. doi: 10.13204/j.gyjz200908021
[12]	Ai Bing, Wu Minzhe, Guo Di, Wang lixin. EXPERIMENT ON SEISMIC BEHAVIOR OF 4-STORY R.C. FRAME WITH BROAD-LIMB SPECIAL SHAPE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 11-13,10. doi: 10.13204/j.gyjz200702003
[13]	Yang Xiaoming, Zhou Dongming, Li Haifeng. THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 113-114,118. doi: 10.13204/j.gyjz200709026
[14]	Wang Bu, Liu Boquan, Wang Pu. EXPERIMENT ON SEISMIC BEHAVIOR OF CFRP - STRENGTHENED EXTERIOR RC FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 102-105,122. doi: 10.13204/j.gyjz200703025
[15]	Zhang Ke, . EXPERIMENTAL STUDY ON T-REINFORCED CONCRETE BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 86-89,95. doi: 10.13204/j.gyjz200612024
[16]	Wang Bu, Wang Pu, Xia Chunhong. EXPERIMENTAL INVESTIGATION AND MECHANISM ANALYSIS OF RC BEAM-COLUMN JOINTS SHEAR PERFORMANCE STRENGTHENED AROUND CORE BY CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 29-33,38. doi: 10.13204/j.gyjz200507010
[17]	Zhang Ke, Ye Lieping, Yue Qingrui. EXPERIMENTAL STUDY ON FLEXURAL FATIGUE BEHAVIOR OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 13-19. doi: 10.13204/j.gyjz200508004
[18]	Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin. EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
[19]	Wang Zijun, Liu Weiqing, Yao Qiulai, Dai Yunxiang. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 85-87. doi: 10.13204/j.gyjz200407025
[20]	Li Yuan, Zhang Xinghu, Zhang Baoyin, . FATIGUE EXPERIMENTAL STUDY ON CONCRETE BEAM STRENGTHENED WITH CARBON FIBER REINFORCED PLASTIC SHEET[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 22-24,48. doi: 10.13204/j.gyjz200404006

Supplements(0)

Cited By

Cited by

Periodical cited type(11)

1.	迟曼曼，贺东青，李衫元. 基于密集配筋下的SFRSCC力学性能实验研究. 河南大学学报(自然科学版). 2022(05): 602-609 .
2.	刘俊霞，陶宏利，杨艳蒙，程学磊. 干湿循环-硫酸盐侵蚀对钢纤维SCC弯曲性能的影响研究. 水利水电技术(中英文). 2022(12): 118-124 .
3.	陈新明，史玉良，焦华喆，靳翔飞，吴亚闯，谭毅. 基于搜索锥算法的纤维分布特征及对BFRC的增强机制. 材料导报. 2021(04): 4061-4066 .
4.	卿龙邦，杨卓凡，慕儒. 龄期对定向钢纤维增强水泥基复合材料断裂性能的影响. 工业建筑. 2021(01): 146-151 . 本站查看
5.	梁海军，许家文. 钢-聚丙烯纤维橡胶混凝土力学性能试验研究. 塑料工业. 2021(06): 94-99 .
6.	郭志强. 不同钢纤维含量对超高性能混凝土结构的抗弯性能影响研究. 四川建筑科学研究. 2020(02): 95-102 .
7.	杨睿. 不同钢筋强度和钢纤维类型的混凝土梁抗弯性能试验研究. 新余学院学报. 2020(02): 25-31 .
8.	朱麒璇，刘晨曦，梁丽青，武丹丹，王雯倩. 钢纤维混凝土在盾构隧道管片中的应用综述. 四川建筑. 2020(06): 105-108 .
9.	李妍，王小鹏，贺柱国，方权. 工业废旧纤维增强水泥基复合材料抗剪性能试验研究. 工业建筑. 2020(12): 88-92+159 . 本站查看
10.	崔宏环，王文涛，崔乃夫，杨兴然，何静云，张振寰. 钢纤维混凝土桩水平承载特性试验研究. 北京交通大学学报. 2019(03): 130-136 .
11.	李英娜，张井财，张春巍，薛启超. 钢纤维混凝土的弯曲性能试验研究. 混凝土. 2018(08): 74-78 .