[1]樊禹江,赵宇琪,徐子轩,等.新型全装配框-剪结构抗震性能研究[J].长安大学学报(自然科学版),2025,45(5):92-104.[doi:10.19721/j.cnki.1671-8879.2025.05.008]
　FAN Yu-jiang,ZHAO Yu-qi,XU Zi-xuan,et al.Research on seismic performance of new fully-assembled frame-shear structures[J].Journal of Chang’an University (Natural Science Edition),2025,45(5):92-104.[doi:10.19721/j.cnki.1671-8879.2025.05.008]
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新型全装配框-剪结构抗震性能研究()
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长安大学学报（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]

卷:
第45卷
期数:
2025年5期
页码:
92-104
栏目:
桥梁与隧道工程
出版日期:
2025-09-30

文章信息/Info

Title:
Research on seismic performance of new fully-assembled frame-shear structures
文章编号:
1671-8879(2025)05-0092-13
作者:
樊禹江1; 赵宇琪1; 徐子轩1; 余滨杉2; 熊二刚3
(1. 长安大学 建筑学院,陕西 西安 710061; 2. 西北工业大学 力学与交通运载工程学院,陕西 西安 710129; 3. 长安大学 建筑工程学院,陕西 西安 710061)
Author(s):
FAN Yu-jiang1;  ZHAO Yu-qi1;  XU Zi-xuan1;  YU Bin-shan2;  XIONG Er-gang3
(1. School of Architecture, Chang'an University, Xi'an 710061, Shaanxi, China; 2. School of Mechanics and Transportation Engineering, Northwestern Polytechnical University, Xi'an 710129, Shaanxi, China; 3. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China)
关键词:
结构工程;  新型全装配框-剪结构;  数值模拟;  极限承载力;  摩擦耗能;  抗震性能
Keywords:
Key words:structural engineering;  new fully assembled frame-shear structure;  numerical simulation;  ultimate bearing capacity;  frictional energy dissipation;  seismic performance
分类号:
TU398.2
DOI:
10.19721/j.cnki.1671-8879.2025.05.008
文献标志码:
A
摘要:
在已有新型装配式剪力墙抗震性能研究的基础上,提出一种新型全装配框-剪结构,能够实现中小地震作用下等同现浇、大震时大量消耗地震能量的功能。通过ABAQUS软件建立新型全装配框-剪结构有限元模型,其中混凝土本构模型采用损伤塑性模型,钢筋和钢板采用弹塑性本构模型,螺栓采用双折线本构模型,结构中混凝土与钢板构件之间施加绑定约束,涉及螺栓、钢板等可转动部件通过施加表面接触和螺栓预紧力的方式来提供足够的摩擦力。对结构底部施加自由度约束条件后进行低周往复抗震性能分析,研究不同轴压比、螺栓预紧力变化下该结构抗震性能的变化规律。研究结果表明:所设计的新型全装配框-剪结构能够满足规范极限承载力的需求,耗能效果良好; 各水平连接装置均未在结构达到极限承载力之前破坏; 剪力墙和柱顶的轴压比越大,结构承载力越高,且当结构转动到限位后,滞回曲线捏缩明显,等效黏滞阻尼系数明显降低; 同一水平位移作用下,结构的耗能能力与所施加的螺栓预紧力呈线性关系。
Abstract:
A new type of fully assembled frame-shear wall structure was proposed based on the existing research foundation of seismic performance of new assembled shear wall. This structure can realize the function of equivalent cast-in-place under the action of small and medium earthquakes while consuming a large amount of seismic energy under large earthquakes. A new fully assembled frame-shear structure finite element model was established by ABAQUS software. The damage plasticity model was adopted for the constitutive model of concrete. The elastic-plastic constitutive model was adopted for steel bar and steel plate. The double broken line constitutive model was adopted for the bolt. Binding constraints were applied between concrete and steel plate components in the structure. Sufficient friction was provided by rotatable parts such as bolts, steel plates, etc. through application of surface contact and preload on bolts. The low-cycle reciprocating seismic performance was analyzed after the degree-of-freedom constraints were applied to the bottom of the structure. Under different axial compression ratios and bolt preloads, the changing law of seismic performance of this new structure was analyzed. The results show: the designed new fully-assembled frame-shear structure is able to meet the requirements of the code ultimate load carrying capacity, and the energy consumption effect is good. None of the horizontal connections is broken before the structure reaches its ultimate load capacity. The greater the axial compression ratio at the top of the shear walls and columns, the higher the structural load carrying capacity. When the structure is rotated to the limit, the hysteresis curve pinches and shrinks significantly, and the equivalent viscous damping coefficient decreases significantly. The energy dissipation capacity of the structure under the same horizontal displacement is linearly related to the applied bolt preload.5 tabs, 13 figs, 20 refs.

参考文献/References:

[1] FU Y Q, FAN G L, TAO L, et al. Seismic behavior of prefabricated steel reinforced concrete shear walls with new type connection mode[J]. Structures, 2022, 37(1): 483-503.
[2]樊禹江,黄欢欢,廖 凯,等.新型装配式剪力墙抗震性能数值模拟与起滑荷载分析[J].湖南大学学报(自然科学版),2023,50(3):41-50.
FAN Yu-jiang, HUANG Huan-huan, LIAO Kai, et al. Numerical simulation on seismic performance and slip load analysis of new prefabricated shear walls[J]. Journal of Hunan University(Natural Sciences), 2023, 50(3): 41-50.
[3]樊禹江,余滨杉,许锦宝,等.新型装配式剪力墙单向往复/单调加载试验[J].山东大学学报(工学版),2024,54(2):136-142,152.
FAN Yu-jiang, Yu Bin-shan, Xu Jin-bao, et al. Unidirectional reciprocating/monotonic loading test of new assembled shear wall[J]. Journal of Shandong University(Engineering Science), 2024, 54(2): 136-142, 152.
[4]郑家豪,李俊华,陈佳威,等.受火后套筒灌浆连接装配式混凝土剪力墙抗震性能试验研究[J].建筑结构学报,2024,45(2):63-73.
ZHENG Jia-hao, LI Jun-hua, CHEN Jia-wei, et al. Experimental study on seismic performance of assembled concrete shear wall with sleeve grouting connection after fire[J]. Journal of Building Structures, 2024, 45(2): 63-73.
[5]WANG J W, ZHANG C, ZHANG W X. Seismic performance analysis of the internal joint in the new demountable fabricated concrete frame with prestressed Mortise-Tenon connections[J]. Sustainability, 2024, 16(18): 7898.
[6]邹 诚.某装配整体式框架-现浇剪力墙结构预制构件及连接节点设计[J].建筑结构,2022,52(增2):1437-1451.
ZOU Cheng. Design of prefabricated components and connection nodes for an assembled monolithic frame-cast-in-place shear wall structure[J]. Building Structure, 2022, 52(S2): 1437-1451.
[7]JIA L G, LI Q R, ZHANG Y G, et al. Experimental study of the hysteretic behavior of prefabricated frame-shear wall structures with grouting sleeve connections[J]. Journal of Building Engineering, 2022, 57(3): 45-55.
[8]李培培.预埋钢骨螺栓连接框架-剪力墙结构抗震性能研究[D].北京:中国矿业大学,2021.
LI Pei-pei. Study on seismic performance of frame-shear wall structure with embedded steel bolt connection[D]. Beijing: China University of Mining and Technology, 2021.
[9]马军卫.新型全装配式混凝土框架-剪力墙结构抗震性能研究[D].南京:东南大学,2018.
MA Jun-wei. Study on seismic behavior of the new full precast concrete shear wall frame structure[D]. Nanjing: Southeast University, 2018.
[10]WANG J Q, ZHOU T H, WU H H, et al. Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure[J]. Engineering Structures, 2022, 270(9): 22-34.
[11]ZHAO Y B, ZHANG L Q. Damage quantification of frame-shear wall structure with metal rubber dampers under seismic load[J]. Revue Des Composites Et Des Materiaux Avances: Journal of Composite and Advanced Materials, 2020, 30(5): 227-234.
[12]YIN F, WANG R W, CAO W L, et al. Seismic behavior of light weight CFST frame-fabricated single row reinforced shear wall structures[J]. Structures, 2021, 34(3): 4486-4499.
[13]樊禹江,葛 俊,艾斌平,等.新型装配式剪力墙抗震性能试验[J].哈尔滨工业大学学报,2023,55(5):78-87.
FAN Yu-jiang, GE Jun, AI Bin-ping, et al. Experimental study on seismic behavior of a new fabricated shear wall[J]. Journal of Harbin Institute of Technology, 2023, 55(5): 78-87.
[14]姜绍飞,祝 豪,张漳荣,等.震损不规则装配框剪结构损伤评估[J].振动与冲击,2021,40(15):165-174.
JIANG Shao-fei, ZHU Hao, ZHANG Zhang-rong, et al. Seismic damage assessment of irregularly assembled frame-shear wall structures[J]. Vibration and shock, 2021, 40(15): 165-174.
[15]张漳荣,姜绍飞,戴亮亮.摇摆架加固装配框剪结构变形控制机理研究[J].哈尔滨工业大学学报,2021,53(4):120-128.
ZHANG Zhang-rong, JIANG Shao-fei, DAI Liang-liang. Research on deformation control mechanism of rocking frame reinforced assembled frame-shear structure[J]. Journal of Harbin Institute of Technology, 2021, 53(4): 120-128.
[16]GB50010—2010,混凝土结构设计规范[S].
GB50010—2010, code for design of concrete structures[S].
[17]马军卫,潘金龙,尹万云,等.全装配式钢筋混凝土框架-剪力墙结构抗震性能试验研究[J].建筑结构学报,2017,38(6):12-22.
MA Jun-wei, PAN Jin-long, YIN Wan-yun, et al. Experimental study on seismic performance of fully assembled reinforced concrete frame-shear wall structure[J]. Journal of Building Structures, 2017,38(6): 12-22.
[18]李新宇.双钢板混凝土剪力墙基于性能的变形指标限值及损伤研究[D].南宁:广西大学,2021.
LI Xin-yu. Research on performance-based deformation index limit and damage of double steel plate concrete shear wall[D]. Nanning: Guangxi University, 2021.
[19]白聪敏,宋优优,肖子捷,等.装配整体式混凝土框架结构设计方法研究[J].施工技术(中英文),2024,53(12):9-16.
BAI Cong-min, SONG You-you, XIAO Zi-jie, et al. Research on design method of assembled monolithic concrete frame structure[J]. Construction Technology(Chinese and English), 2024, 53(12): 9-16.
[20]WANG J W, ZHANG C, ZHANG W X. Seismic performance analysis of the internal joint in the new demountable fabricated concrete frame with prestressed mortise-tenon connections[J]. Sustainability, 2024, 16(18): 7898.

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备注/Memo

备注/Memo:
收稿日期:2025-02-24
基金项目:国家自然科学基金项目(51808046); 陕西省重点研发计划项目(2023-YBSF-315,2021SF-521); 陕西省自然科学基础研究计划项目(2023-JC-YB-470)
作者简介:樊禹江(1987-),男,陕西西安人,副教授,工学博士,E-mail:fanyujiangchd@163.com。
更新日期/Last Update: 2025-09-30