Experimental Research on the Seismic Performance of Bamboo Scrimber Beam-Column Joints

ZHOU Qiaoling; ZHAO Shixing; ZHONG Ziqin; ZHANG Ming; CHEN Shuwei; YANG Shuheng

doi:10.3724/j.gyjzG24102205

Volume 55 Issue 2

Feb. 2025

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(2): 44-51

ZHOU Qiaoling, ZHAO Shixing, ZHONG Ziqin, ZHANG Ming, CHEN Shuwei, YANG Shuheng. Experimental Research on the Seismic Performance of Bamboo Scrimber Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 44-51. doi: 10.3724/j.gyjzG24102205

Citation:

ZHOU Qiaoling, ZHAO Shixing, ZHONG Ziqin, ZHANG Ming, CHEN Shuwei, YANG Shuheng. Experimental Research on the Seismic Performance of Bamboo Scrimber Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 44-51. doi: 10.3724/j.gyjzG24102205

Citation:

PDF( 11960 KB)

Experimental Research on the Seismic Performance of Bamboo Scrimber Beam-Column Joints

doi: 10.3724/j.gyjzG24102205

1. Sichuan Provincial Architectural Design and Research Institute Co., Ltd., Chengdu 610095, China;
2. Complex Structure Design and Research Center, Sichuan Provincial Architectural Design and Research Institute Co., Ltd., Chengdu 610095, China;
3. Southwest Jiaotong University, Chengdu 610031, China;
4. Sichuan Zhuyuan Technology Co., Ltd., Hongya 620300, China

Received Date: 2024-10-22
Available Online: 2025-04-02

Abstract

Abstract

In order to investigate the seismic performance of two typical types of bamboo scrimber beam-column joints, namely the mortise-tenon joint and the bolted bamboo scrimber (BS)-steel-bamboo scrimber (BS) joint, two joint specimens were designed, fabricated and conducted on the quasi-static loading. The failure mode, moment-rotation curves, bearing capacity, strength and stiffness degradation, and energy dissipation capacity of the two types of joints were compared and analyzed. The results indicated that the failure of the mortise-tenon joint was mainly caused by the extraction of tenon, while the failure of the bolted BS-steel-BS joint was mainly caused by the extraction of beam end, the formation of through transverse cracks in the panel zone on the column, and the formation of bending plastic hinge by bolts. The hysteretic curves of both types of joints showed an inverse "Z" shape, but the slip of the mortise-tenon joint was shorter and the "pinching" effect was milder. The bolted BS-steel-BS joint had superior bearing capacity and less strength degradation. At the beginning of loading, the mortise-tenon joint showed higher stiffness but lower energy dissipation capacity. However, in the middle later stages of loading, the bolted BS-steel-BS joint had higher stiffness but lower energy dissipation capacity. The two types of joints have their own advantages, and a new type of bamboo scrimber beam-column joint with better overall performance can be proposed by comprehensively considering the advantages of both types of joints.
- bamboo scrimber frame,
- mortise-tenon joint,
- bolted bamboo scrimber-steel-bamboo scrimber joint,
- seismic performance

FullText(HTML)

References(18)

References

[1]	李霞镇, 任海青, 李贤军, 等. 重组竹螺栓连接节点承载能力计算分析[J]. 土木与环境工程学报(中英文), 2022, 44(4): 78-86.
[2]	王飞. 重组竹结构钢夹板螺栓节点抗火性能试验研究[D]. 南京: 东南大学, 2016.
[3]	崔兆彦, 徐明, 陈忠范, 等. 重组竹钢夹板螺栓连接承载力试验研究[J]. 工程力学, 2019, 36(1): 96-103 ,118.
[4]	崔兆彦, 惠勃涛, 徐明, 等. 重组竹钢夹板螺栓连接抗火性能试验研究[J]. 建筑结构学报, 2019, 40(9): 20-27.
[5]	中华人民共和国住房和城乡建设部.木结构设计规范:GB 50005—2003[S]. 北京: 中国建筑工业出版社, 2003.
[6]	《木结构设计手册》编委会. 木结构设计手册[M]. 北京: 中国建筑工业出版社, 2005.
[7]	British Standards Institution. Eurocode 5: Design of timber structures: part 1-1: General-Common rules and rules for buildings: BS EN 1995-1-1 [S]. London: British Standards Institution, 2016.
[8]	ZHANG M, HUANG Y, FAN H, et al. A method to calculate the load-carrying capacity of bolted steel-bamboo scrimber-steel connections[J]. Journal of Building Engineering, 2023, 72,106743.
[9]	ZHANG M, FAN H, LI W, et al. Study on the elastic stiffness calculation method of single-bolted steel-bamboo scrimber-steel shear connections[J]. Engineering Structures, 2024, 301, 117331.
[10]	周爱萍, 黄东升, 唐思远, 等. 重组竹-钢填板螺栓节点承载力试验研究[J]. 南京工业大学学报(自然科学版), 2016, 38(5): 34-39,67.
[11]	周军文, 赵风华, 齐永胜, 等. 新型竹木框架装配节点抗震性能试验研究[J]. 工业建筑, 2017, 47(9): 70-74 ,105.
[12]	周军文, 黄东升, 黄子睿, 等. 竹框架装配式梁柱节点单调加载试验[J]. 林业工程学报, 2018, 3(3): 122-127.
[13]	李诫. 营造法式[M]. 北京: 商务印书馆, 2010.
[14]	中华人民共和国住房和城乡建设部.木结构设计标准:GB 50005—2017[S]. 北京: 中国建筑工业出版社, 2017.
[15]	全国竹藤标准化技术委员会.结构用重组竹:LY/T 3194—2020 [S]. 北京: 中国标准出版社, 2020.
[16]	全国木材标准化技术委员会.无疵小试样木材物理力学性质试验方法;GB/T 1927.15—2022[S]. 北京: 中国标准出版社, 2022.
[17]	International Organization for Standardization. Timber structures: Joints made with mechanical fasteners: quasi-static reversed-cyclic test method:ISO-16670[S]. Geneva: International Organization for Standardization, 2003.
[18]	冯鹏, 强翰霖, 叶列平. 材料、构件、结构的"屈服点"定义与讨论[J]. 工程力学, 2017, 34(3): 36-46.

Relative Articles

[1]	LYU Henglin, JING Yanrui, MOU Xingyu, ZHANG Chen. Research on Seismic Performance of Beam-Column Joints with Reinforced Webs Connected with Fully Bolted Double-Angle Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 138-146. doi: 10.3724/j.gyjzG21110115
[2]	HU Ziming, GUO Lei, WANG Jingfeng, LIAO Feiyu. A Design Method for One-Side Bolted Connection Joints of Prefabricated Concrete-Encased CFST Composite Column and the Analysis of Seismic Performance of CECFST Frames[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 136-143. doi: 10.3724/j.gyjzG23103111
[3]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[4]	YANG Xiaohua, ZHANG Qian, WU Senkun, FENG Jian, CAI Jianguo. Seismic Performance Analysis of Beam-Column Connections of Prefabricated Fiber Modified Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 102-107,147. doi: 10.13204/j.gyjzG20122208
[5]	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
[6]	YANG Zhao, LING Zhihan, YE Jiaolong, LIU Kun, YANG Quan, ZHOU Xin. EXPERIMENTAL STUDY ON ASEISMIC PROPERTIES OF EARTHQUAKE-DAMAGED JOINTS FOR ASSEMBLED MONOLITHIC CONCRETE FRAMES STRENGTHENED WITH CARBON FIBER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 185-193. doi: 10.13204/j.gyjzG19121615
[7]	GAO Peinan, DENG Yang, LI Aiqun, LU Fengyong. REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 171-185,152. doi: 10.13204/j.gyjzG20040805
[8]	MEN Yiang, WANG Xinwu, YU Yongqiang, SHI Qiang. RESEARCH ON SEISMIC BEHAVIOR OF BEAM-COLUMN JOINTS OF PREFABRICATED STEEL FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 156-159,135. doi: 10.13204/j.gyjz202003027
[9]	Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015
[10]	Wang Quanfeng, Fa Guanzhe, Chen Haojun, Huang Yihui, Wang Lingyun. AN EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF BFRP REINFORCED MORTISE-TENON JOINTS OF DIFFERENT CONSTRUCTION METHODS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 62-66. doi: 10.13204/j.gyjz201106013
[11]	Hu Qi, Hao Jiping, Guo Hongchao, Zhou Qi, Li Yan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 112-115. doi: 10.13204/j.gyjz201105025
[12]	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
[13]	Wu Tao, Xing Guohua, Liu Boquan, Li Hong, Huang Hua. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS WITH VERTICAL HAUNCHED BEAM IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 64-68. doi: 10.13204/j.gyjz201002015
[14]	Wu Tao, Xing Guohua, Liu Boquan. ANALYSIS OF EFFECT FACTOR ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 30-34. doi: 10.13204/j.gyjz200910010
[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]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[17]	Chen Changhong, Ma Lewei, Shan Jian, Huang Ying, WuMinzhe. ASEISMIC PERFORMANCE EXPERIMENT ON THE SPECIAL-SHAPED COLUMN FRAME STRUCTURES JOINTS OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 6-10,13. doi: 10.13204/j.gyjz200702002
[18]	Wei Zhuobin. STUDY ON THE INFLUENCE OF SCALLOP STRUCTURE ON ASEISMIC BEHAVIOR OF BEAM-COLUMN WELDING CONNECTIONS IN STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 78-81. doi: 10.13204/j.gyjz200707023
[19]	Mao Weifeng, Wu Yuntian, Xiao Yan, Anderson J.C., Nie Jianguo. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 1-4. doi: 10.13204/j.gyjz200511001
[20]	Wu Tao, Liu Boquan, Bai Guoliang, Song Junshan, Sun Hongbo. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 64-66. doi: 10.13204/j.gyjz200407018