Parametric Analysis of Prestressed Precast Concrete Frames with Buckling-Restrained Braces

QING Yuan; GONG Zhaohui; WANG Chunlin; ZENG Bin

doi:10.3724/j.gyjzG24091802

Volume 54 Issue 10

Oct. 2024

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(10): 31-37

QING Yuan, GONG Zhaohui, WANG Chunlin, ZENG Bin. Parametric Analysis of Prestressed Precast Concrete Frames with Buckling-Restrained Braces[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 31-37. doi: 10.3724/j.gyjzG24091802

Citation:

QING Yuan, GONG Zhaohui, WANG Chunlin, ZENG Bin. Parametric Analysis of Prestressed Precast Concrete Frames with Buckling-Restrained Braces[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 31-37. doi: 10.3724/j.gyjzG24091802

Citation:

PDF( 6835 KB)

Parametric Analysis of Prestressed Precast Concrete Frames with Buckling-Restrained Braces

doi: 10.3724/j.gyjzG24091802

1. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China;
2. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China

Received Date: 2024-09-18
Available Online: 2024-11-06

Abstract

Abstract

To promote the application of precast concrete frames in earthquake hazard areas, a new prestressed precast concrete frame with buckling-restrained braces (BRB-PPCF) was proposed, and the nonlinear dynamic time-history analysis of 6-story, 9-story and 12-story BRB-PPCF cases under 20 earthquake waves were carried out. The results showed that the average maximum inter-story drift ratios θ_max of BRB-PPCFs were less than 2.0% and the maximum residual inter-story drift ratios θ_r were less than 0.5% under both rare and extremely rare seismic intensity. The θ_max and θ_r values of BRB-PPCFs gradually decreased with the decrease of the initial stiffness ratio α_c between the moment-resistant sub-frame (MSF) and the truss sub-system (TSS). Reducing the α_c value of BRB-PPCF effectively improved its seismic performance and post-earthquake recoverability. The θ_max and θ_r values of BRB-PPCFs decreased first and then increased with the increase of the ratio ψ of the MSF inter-story shear force at linear limit state and the TSS shear force at yield state, and the influence of the ψ was relatively small. The effects of the ratio σ_pi/σ_plbetween the initial tensile stress and the proportional ultimate strength on the θ_max and θ_r values of the BRB-PPCF could be ignored.
- precast concrete,
- buckling-restrained brace,
- post-tensioned prestressing,
- seismic performance,
- parameter analysis

FullText(HTML)

References(12)

References

[1]	中国工程院土木、水利与建筑工程学部. 土木学科发展现状及前沿发展方向研究[M].北京:人民交通出版社,2012.
[2]	吴刚, 冯德成. 装配式混凝土框架节点基本性能研究进展[J]. 建筑结构学报,2018,39(2):1-16.
[3]	吕志涛, 张晋. 法国预制预应力混凝土建筑技术综述[J]. 建筑结构,2013,43(19):1-4.
[4]	VIANO J D, SCHAEFFER T C. Novel use of buckling-restrained braces in precast concrete frames[J]. PCI Journal, 2017,62:28-34.
[5]	GUERRERO H, JI T, ESCOBAR J A, et al. Effects of buckling-restrained braces on reinforced concrete precast models subjected to shaking table excitation[J]. Engineering Structures, 2018,163:294-310.
[6]	王静峰, 王新乐, 李贝贝, 等. 屈曲约束支撑装配式混凝土框架结构抗震性能试验研究[J]. 土木工程学报,2018,51(12):72-80.
[7]	PRIESTLEY M J N, TAO J R. Seismic response of precast prestressed concrete frames with partially debonded tendons[J]. PCI Journal, 1993,38:58-69.
[8]	WANG C L, LIU Y, ZHENG X, et al. Experimental investigation of a precast concrete connection with all-steel bamboo-shaped energy dissipaters[J]. Engineering Structures, 2019,178:298-308.
[9]	QING Y, WANG C L, MENG S, et al. Experimental study on the seismic performance of precast concrete columns with thread-bolt combination couplers[J]. Engineering Structures, 2022,251,113461.
[10]	卿缘. 干连接装配式混凝土-屈曲约束支撑框架抗震性能与设计方法研究 [D]. 南京: 东南大学, 2023.
[11]	中华人民共和国住房和城乡建设部. 建筑抗震设计规范(2016年版):GB 50011—2010[S]. 北京:中国建筑工业出版社, 2016.
[12]	QING Y, MENG S, ZENG B, et al. Nonlinear modeling and time-history analysis of dry-assembled precast concrete frames with buckling-restrained braces[J]. Journal of Building Engineering, 2024,95,110370.

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]	WANG Heng, ZENG Ke, QIU Tianyi, SHI Hairong, WANG Chunlin. Experimental Research on Mechanical Properties of Novel Prefabricated Concrete Column Joints with Mortise-Tenon Type Connectors[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 20-26. doi: 10.3724/j.gyjzG24061705
[3]	LIU Tingyong, ZHANG Ailin, LI Jiulin. Research on the Performance of Prestressed High-Strengh Bolted Joints of Fully-Prefabricated Long-Span Spatial Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 44-53. doi: 10.3724/j.gyjzG24022208
[4]	SUN Xiaoyun, HUANG Linjie, ZENG Bin, SHI Zheng, XIE Qin. Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 38-45. doi: 10.3724/j.gyjzG24091003
[5]	ZHU Mingqiao, TAN Yiping, TAN Xiaopeng, DONG Jiarui, LIU Wanli. Seismic Performance Analysis of UHPC Composite Columns Confined by GFRP Tubes[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 211-219. doi: 10.3724/j.gyjzG23071011
[6]	HOU Chongchi, WANG Kaixuan, ZHENG Wenzhong, LIU Yuchen, ZHANG Lijia, LI Hongbin. Seismic Performance and Cumulative Damage Analysis of Concrete Columns Confined by High-Strength Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 133-142. doi: 10.13204/j.gyjzG22111310
[7]	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
[8]	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
[9]	HAO Feng, LIU Jialong, LI Yuanyuan, CAI Jianguo. Numerical Simulation on Uplift Performance of Hooped Joint of PHC Pipe Pile[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 25-30,99. doi: 10.13204/j.gyjzG21111209
[10]	LIU Huaqing, AN Zengjun, LIU Jialong, LI Yuanyuan, CAI Jianguo. Mechanical Properties Analysis of Core Reinforced Concrete-Filled Pile-Cap Joint Under Tensile-Bending Load[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 12-18. doi: 10.13204/j.gyjzG22011208
[11]	TANG Lei, ZHOU Enquan. Seismic Performance of Precast Concrete Shear Walls Connected by Grouted Bellows and Confined with Overlapped Closed Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 79-86. doi: 10.13204/j.gyjzG21090907
[12]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[13]	QIU Yu, ZOU Xiaozhou, LUO Yunhai, LI Lijuan, WU Nianduo, WANG Xiaoping, XIONG Zhe, XIE Longpan. Research on Seismic Performance of Prefabricated Concrete Beam-to-Column Joints with New Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 72-79,148. doi: 10.13204/j.gyjzG22081007
[14]	PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401
[15]	LIU, Ye, WANG. RESEARCH ON THE PERFORMANCE OF PRESTRESSED PREFABRICATED CONCRETE FRAME CONNECTION STRENGTHENED BY ENERGY DISSIPATERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 12-15,98. doi: 10.13204/j.gyjz202001003
[16]	XIE, Qin. EFFECT OF STIFFNESS RATIO ON THE SEISMIC BEHAVIOR OF BRB-PREFABRICATED CONCRETE FRAME DUAL SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 28-33. doi: 10.13204/j.gyjz202001006
[17]	Hu Dazhu Chen Lingzhu Li Guoqiang Gong Hai, . FIRE-RESISTANT ANALYSIS OF CONCRETE-FILLED STEEL TUBE BUCKLING-RESTRAINED-BRACE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 171-175. doi: 10.13204/j.gyjz201510032
[18]	Zong Liang, Wang Yuanqing, Shi Yongjiu. PARAMETRIC ANALYSIS ON FLEXURAL CAPACITY OF FLANGE-PLATE CONNECTION CONSIDERING PRYING FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 131-135. doi: 10.13204/j.gyjz201109030
[19]	Liu Jingbo, Liu Yangbing, Guo Bing, Yang Jianguo. PARAMETER ANALYSIS OF SEISMIC BEHAVIOR OF STEEL-CONCRETE COMPOSITE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 96-100. doi: 10.13204/j.gyjz200908023
[20]	Hu Qiong, Xu Mingxin, Zheng Wenzhong. SIMULATION AND ANALYSIS OF PARAMETERS AFFECTING FIRE RESISTANCE OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 51-54. doi: 10.13204/j.gyjz200603014