Experimental Research on In-Plane Mechanical Characteristics of Precast Concrete Diaphragm Connections with Two-Stage Energy Dissipation

LUO Weigang; SONG Jiangpeng; QI Pan; SI Hangbin; LIU Kai; LI Lanzhou; ZHAO Xingxin

doi:10.13204/j.gyjzG21121802

Volume 52 Issue 12

Dec. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(12): 80-87,215

Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006

Citation:

LUO Weigang, SONG Jiangpeng, QI Pan, SI Hangbin, LIU Kai, LI Lanzhou, ZHAO Xingxin. Experimental Research on In-Plane Mechanical Characteristics of Precast Concrete Diaphragm Connections with Two-Stage Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 80-87,215. doi: 10.13204/j.gyjzG21121802

Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006

Citation:

PDF( 7658 KB)

Experimental Research on In-Plane Mechanical Characteristics of Precast Concrete Diaphragm Connections with Two-Stage Energy Dissipation

doi: 10.13204/j.gyjzG21121802

1. Western Center of Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou 730050, China;
2. Gansu Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Lanzhou 730050, China;
3. College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China

Received Date: 2021-12-18
Available Online: 2023-03-22

Abstract

Abstract

In order to improve the seismic performance of precast concrete floor structures in different seismic intensity, based on the concept of performance-based seismic design, a new type of dry connectors which could be used for the connections of precast concrete diaphragms in site was proposed. It showed the characteristics of dual energy dissipation properties of friction and metals, and could meet the multi-level seismic performance requirements based on two-stage energy dissipation, referred to as friction-metal damper (FMD) connectors. In order to study the mechanical properties of FMD connectors in different stress states, six quasi-static tests of precast floor slabs equipped with FMD connectors under pure shear and tension-shear coupling force were conducted. The test results showed that the new type of dry connectors had stable hysteretic characteristics and energy dissipation capacity, showing a cooperative working mechanism of friction and metals, which could realize the objectives of multi-level seismic fortification, and could meet the requirements for fast recovery of structural functions after earthquakes.
- precast concrete diaphragm connection,
- dual energy dissipation mechanism,
- friction energy dissipation,
- quasi-static test

FullText(HTML)

References(15)

References

[1]	VENUTI, WILLIAM J.Diaphragm shear connectors between flanges of prestressed concrete T-beams[J].PCI Journal, 1970, 15(1):67-78.
[2]	HAWKINS N M, GHOSH S K. Proposed revisions to 1997 NEHRP recommended provisions for seismic regulations for precast concrete structures:part 3-diaphragms[J]. PCI Journal, 2000, 45(6):49-58.
[3]	CLELAND N M, GHOSH S K. Untopped precast concrete diaphragms in high-seismic application[J]. PCI Journal, 2002, 47(6):94-99.
[4]	FLEISCHMAN R B, RESTREPO J I, NAITO C J, et al. Integrated analytical and experimental research to develop a new seismic design methodology for precast concrete diaphragms[J]. Journal of Structural Engineering, 2013, 139(7):1192-1204.
[5]	WAN G, ZHANG D, FLEISCHMAN R B, et al. A coupled connector element for nonlinear static pushover analysis of precast concrete diaphragms[J]. Engineering Structures, 2015, 86:58-71.
[6]	庞瑞, 许清风, 梁书亭, 等.全装配式RC楼盖板缝节点拉剪复合受力性能试验研究[J].工程力学, 2018, 35(10):112-123.
[7]	闫勇勇.分布式连接全装配RC楼盖平面内刚度计算方法研究[M].郑州:河南工业大学, 2018.
[8]	吕西林, 全柳荫, 蒋欢军. 从16届世界地震工程大会看可恢复功能抗震结构研究趋势[J].地震工程与工程振动, 2017, 37(3):1-9.
[9]	庄鹏, 戢广禹, 刘沛, 等. 设置多功能摩擦摆系统的单层球面网壳结构地震响应分析[J]. 振动与冲击, 2020, 39(8):84-92.
[10]	KIM D H, JU Y K, KIM M H, et al. Wind-induced vibration control of tall buildings using hybrid buckling-restrained braces[J]. Structure Des. Tall Spec Build, 2014, 23:549-562.
[11]	MONTGOMERY M, CHRISTOPOULOS C. Experimental validation of viscoelastic coupling dampers for enhanced dynamic performance of high-rise buildings[J]. ASCE J. Structure Eng, 2015, 141(5). DOI: 10.1061/(ASCE)ST.1943-541X.0001092.
[12]	IBRAHIM Y E, MARSHALL J, CHARNEY F A. A visco-plastic device for seismic protection of structures[J]. J. Constr. Steel Res., 2007, 63:1515-1528.
[13]	MARSHALL J D, CHARNEY F A. A hybrid passive control device for steel structures, I:Development and analysis[J]. J. Constr. Steel Res., 2010, 66:1278-1286.
[14]	IVERSON J K, HAWKINS N M. Performance of precast/prestressed concrete building structures during Northridge earthquake[J]. PCI Journal, 1994, 39(2):38-55.
[15]	中华人民共和国住房和城乡建设部. 中国建筑科学研究院. 建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.

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]	LI Hui, OU Ying, GAO Wenjun, XU Hu, YANG Zeng, YU Zhixiang. Experimental Research on Seismic Performance of Precast Columns with Intermediate Connections[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 39-45. doi: 10.3724/j.gyjzG22102901
[3]	YE Chongyang, WANG Xinwu, SHI Qiang, SUN Haisu. Influence of the Connection Structure of Energy Dissipating Beam Section on the Seismic Performance of Eccentrically Braced Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 58-64,205. doi: 10.13204/j.gyjzG21020703
[4]	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
[5]	YUE Hongyuan, YU Yinquan, LEI Yuande, DENG Xuan, CHEN Jianyun. Experimental Research on Fully-Dry Connections of Prestressed Concrete Columns Under Unidirectional Eccentric Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 144-150,168. doi: 10.13204/j.gyjzG22022709
[6]	LIU Lian-bo, WANG Xin-tang, ZHOU Ming, ZHU Jie, ZHANG Jia-liang. Experimental Research on Post-Fire Mechanical Properties of H-Steel Beam to Column Connection with Restraint at Beam Ends[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 153-160. doi: 10.13204/j.gyjzG22030702
[7]	WANG Peng, YU Bin, SHI Qingxuan, WANG Feng. Experimental Research on Seismic Performance of New-Type Steel Reinforced Concrete Composite Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 113-120,127. doi: 10.13204/j.gyjzG21072801
[8]	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
[9]	WU Chenglong, WANG Qihui, LI Shaohui, LIU Jiming. Experimental Research on Seismic Performance of Modular Prefabricated Steel- Reinforced Concrete Column to Steel Beam Composite Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 74-83. doi: 10.13204/j.gyjzG21010406
[10]	LYU Yuangui, HU Longping, ZHANG Xiangchao, ZHANG Heng, LI Jianchuang, YU Min, CHI Yin. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED CONCRETE SHEAR WALL CONNECTED WITH A VERTICAL SEAM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 56-62. doi: 10.13204/j.gyjz201908300010
[11]	ZANG Xueyu, QI Lukuan. DESIGN AND EXPERIMENTAL STUDY OF HONEYCOMB RETAINERS FOR SEISMIC ENERGY-DISSIPATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 114-119. doi: 10.13204/j.gyjzG20031704
[12]	ZHANG Yumin, LI Xiang, PANG Bao, WANG Yuliang, CAI Zhanjun, HE Bin. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED SHEAR WALLS WITH ENERGY-DISSIPATING VERTICAL JOINTS BEFORE AND AFTER STRENGTHENING WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 87-93,65. doi: 10.13204/j.gyjzG20092309
[13]	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
[14]	YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei. RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025
[15]	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
[16]	MA, Junfeng, ZHOU, Zhen. HYSTERICAL BEHAVIOR OF AN UPPER-BOTTOM FRICTION DAMPER SELF-CENTERING PRESTRESSED CONCRETE BEAM-COLUMN CONNECTION WITH HIDDEN CORBEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 16-21,124. doi: 10.13204/j.gyjz202001004
[17]	Heng Panha, Nie Jianguo, Yu Zhouliang. EXPERIMENTAL STUDY OF COMPOSITE BEAM ASSEMBLED BY STEEL TRUSS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 122-128,133. doi: 10.13204/j.gyjz201310026
[18]	Liu Chunyang, Li Zhenbao, Ma Hua, Han Jianqiang. EXPERIMENT STUDY ON ASEISMIC BEHAVIOR OF RC FRAME SPACE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 67-70. doi: 10.13204/j.gyjz201106014
[19]	Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005
[20]	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