[1]马振庭.波纹钢板剪力墙抗震性能研究综述[J].西安建筑科技大学学报(自然科学版),2023,55(02):271-279.[doi:10.15986/j.1006-7930.2023.02.016 ]
 MA Zhenting.Review on seismic performance of corrugated steel plate shear walls[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(02):271-279.[doi:10.15986/j.1006-7930.2023.02.016 ]
点击复制

波纹钢板剪力墙抗震性能研究综述()
分享到:

西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
55
期数:
2023年02期
页码:
271-279
栏目:
出版日期:
2023-04-28

文章信息/Info

Title:
Review on seismic performance of corrugated steel plate shear walls
文章编号:
1006-7930(2023)02-0271-09
作者:
马振庭
(中铁第一勘察设计院集团有限公司, 陕西 西安 710043)
Author(s):
MA Zhenting
(China Railway First Survey and Design Institute Group Co., Ltd.,Xi'an 710043, China)
关键词:
波纹钢板剪力墙 抗震性能 几何特征
Keywords:
corrugated steel plate shear wall seismic behavior geometric features
分类号:
TU528.01
DOI:
10.15986/j.1006-7930.2023.02.016
文献标志码:
A
摘要:
波纹钢板剪力墙因其具有较高的耗能能力、刚度、延性和屈曲稳定性,越来越受到研究人员重视.波纹钢板剪力墙构件应用于装配式结构体系中符合现代化建筑发展理念,其具有承载力高和抗屈曲的优势,但因材料为钢材则劣势是不耐火.本文综述了波纹钢板剪力墙参与结构抗震的发展历程,通过已有研究波纹钢板剪力墙中波纹钢板的几何特征、力学性能、组合方式、加劲肋影响和开孔布置等方面,分析各参数变化对结构抗震性能的影响.综述表明:波纹钢板剪力墙结构抗震性能较高,应用前景广阔,对结构碳减与装配式建造有着独特的优势,应从波纹板布置形式及其与边框架连接形式上进一步加强研究,从而提高其抗震性能与结构的稳定性,也为研究者对波纹钢板剪力墙研究提供依据与参考价值.
Abstract:
Corrugated steel plate shear walls have been paid more and more attention by researchers because of their high energy dissipation capacity, stiffness, ductility and buckling stability.The application of corrugated steel plate shear wall components in prefabricated structural systems is in line with the concept of modern building development.It has the advantages of high bearing capacity and buckling resistance, but it is not fire-resistant because the material is steel.This paper summarizes the development history of corrugated steel plate shear walls involved in structural earthquake resistance.Through the existing research on the geometric characteristics, mechanical properties, combination methods, effects of stiffeners, and opening layout of corrugated steel plates in corrugated steel plate shear walls,the influence of various parameters on the seismic performance of the structure is analyzed.The review shows that corrugated steel plate shear wall has high seismic performance, so it has a broad application prospect.It has unique advantages for structural carbon reduction and prefabricated construction.Therefore, the research should be further strengthened from the arrangement of corrugated plate and its connection with the side frame, so as to improve its seismic performance and structural stability, and also provide basis and reference value for researchers to study corrugated steel plate shear wall.

参考文献/References:

[1] FARZAMPOUR A, MANSOURI I,HU J W.Investigation of seismic behavior of corrugated steel shear walls considering variations of corrugation geometrical characteristics[C]// The 9th Inter-national Symposium on Steel Structures. Korea:2017.
[2]DOU C,JIANG Z Q,PI Y L, et al.Elastic shear buckling of sinusoidally corrugated steel plate shear wall[J].Engineering Structures, 2016, 121(Aug.15):136-146.
[3]HOSSEINPOUR E, BAHAROM S, YADOLLAHI Y.Evaluation of steel shear walls behavior with sinusoidal and trapezoidal corrugated plates[J].Advances in Civil Engineering, 2015, 2015.
[4]FADHIL H, IBRAHIM A,MAHMOOD M.Effect of corrugation angle and direction on the performance of corrugated steel plate shear walls[J].Civil Engineering Journal, 2018,4(11):2667.
[5]HARIS S.Trapezoidal corrugated plate behavior on Steel Plate Shear Wall[C]//IOP Conference Series: Earth and Environme-ntal Science.IOP Publishing, 2021, 708(1): 012013.
[6]赵秋红,邱静,李楠,等.梯形波纹钢板剪力墙抗震性能试验研究[J].建筑结构学报,2018,39(S2):112-120.
ZHAO Qiuhong,QIU, Jing,LI Nan,et al.Experime-ntal study on seismic performance of trapezoidal corrugated steel plate shear wall[J].Journal of Building Structures,2018,39 8(S2):112-120.
[7]查晓雄, 李文韬, 郭明,等.波纹钢板剪力墙弹性抗侧刚度研究[J].哈尔滨工业大学学报, 2021, 53(10):9.
CHA Xiaoxiong, LI Wentao, GUO Ming, et al.Research on the elastic lateral stiffness of corrugated steel plate shear wall[J].Journal of Harbin Institute of Technology, 2021, 53(10):9.
[8]ZHAO Q, SUN J, LI Y, et al.Cyclic analyses of corrugated steel plate shear walls[J].The Structural Design of Tall and Special Buildings, 2017, 26(16): e1351.
[9]QIU J, ZHAO Q, YU C, et al.Experimental studies on cyclic behavior of corrugated steel plate shear walls[J].Journal of Structural Engineering, 2018, 144(11): 04018200.
[10]HOSSEINZADEH L, EMAMI F, MOFID M.Experimental investigation on the behavior of corrugated steel shear wall subjected to the different angle of trapezoidal plate[J].The Structural Design of Tall and Special Buildings, 2017, 26(17): e1390.
[11]FENG N, WU C.Seismic behavior of nonductile RC frame slotted with corrugated steel plate shear walls[J].Advances in Civil Engineering, 2021,(pt.9):1-23.
[12]DOU C, PI Y L, GAO W.Shear resistance and post-buckling behavior of corrugated panels in steel plate shear walls[J].Thin-Walled Structures, 2018, 131: 816-826.
[13]范佳琪.波纹钢板剪力墙结构抗侧性能研究[D].黑龙江:哈尔滨工业大学,2020.
Fan Jiaqi.Research on the lateral performance of corrugated steel plate shear wall structure[D].Harbin:Harbin Institute of Technology, 2020.
[14]王威, 罗麒锐, 苏三庆,等.双向加载下波形钢板剪力墙抗震性能研究[J].振动与冲击, 2021, 40(16):8.
WANG Wei, LUO Qirui, SU Sanqing, et al. Research on seismic performance of corrugated steel plate shear wall under bidirectional loading[J]. Journal of Vibration and Shock, 2021, 40(16):8.
[15]谭平, 魏瑶, 李洋,等.波纹钢板剪力墙抗震性能试验研究[J].土木工程学报, 2018, 51(5):8.
TAN Ping, WEI Yao, LI Yang, et al.Experimental study on seismic performance of corrugated steel plate shear wall[J].China Civil Engineering Journal, 2018, 51(5):8.
[16]赵秋红, 李楠, 孙军浩.波纹钢板剪力墙结构的抗侧性能分析[J].天津大学学报:自然科学与工程技术版, 2016,50(S1):152-160.
Zhao Qiuhong, Li Nan, Sun Junhao.Lateral performance analysis of corrugated steel plate shear wall structure[J].Journal of Tianjin University(Natural Science and Engineering Technology Edition), 2016, 50(S1):152-160.
[17]HOSSEINZADEH L, MOFID M, AZIMINEJAD A, et al.Elastic interactive buckling strength of corrugated steel shear wall under pure shear force[J].The Structural Design of Tall and Special Buildings, 2017, 26(8): e1357.
[18]BAHREBAR M, ZIRAKIAN T, HAJSADEGHI M.Nonlinear buckling analysis of steel plate shear walls with trapezoidally-corrugated and perforated infill plates[C]//Proceedings of the Annual Stability Conference, Nashville, Tennessee. USA:Structural Stability Research Council,2015.
[19]CAO Q, HUANG J.Experimental study and numerical simul-ation of corrugated steel plate shear walls subjected to cyclic loads[J].Thin-Walled Structures, 2018, 127: 306-317.
[20]SHON S, YOO M, LEE S.An experimental study on the shear hysteresis and energy dissipation of the steel frame with a trapezoidal-corrugated steel plate[J].Materials, 2017, 10(3): 261.
[21]金华建, 孙飞飞, 李国强.无屈曲波纹钢板墙抗震性能与设计理论[J].建筑结构学报, 2020, 41(5):12.
JIN Huajian, SUN Feifei, LI Guoqiang.Seismic performance and design theory of non-buckling corrugated steel plate wall[J].Journal of Building Structures, 2020, 41(5):12.
[22]陈宗平,周济,莫琳琳,等.双波纹钢板混凝土组合剪力墙抗震性能试验研究[J/OL].建筑结构学报,2021,1-15.[2021-12-12].
CHEN Zongping,ZHOU Ji,MO Linlin,et al.Experimental study on seismic performance of double corrugated steel plate concrete composite shear wall[J/OL].Journal of Building Structures: 2021,1-15[2021-12-12].
[23]刘希宇,赵岩,李易,等.不同波形的波纹钢板覆面冷弯型钢剪力墙有限元研究[J].建筑钢结构进展,2021,23(7):31-41.
LIU Xiyu,ZHAO Yan, Li Yi,et al.Finite element study on coldformed steel shear wall with corrugated steel cladding with different waveforms[J].Progress in Building Steel Structures,2021,23(7):31-41.
[24]谭平,周林丽,滕晓飞.自复位钢框架-半圆形波纹钢板剪力墙滞回性能研究[J].建筑结构学报,2021,42(3):185-192.
TAN Ping,ZHOU Linli,TENG Xiaofei.Research on hysteretic performance of self-resetting steel frame-semi-circular corrugated steel plate shear wall[J].Journal of Building Structures,2021,42(3):185-192.
[25]LUO Q, WANG W, SUN Z, et al.Seismic performance analysis of corrugated-steel-plate composite shear wall based on corner failure[J].Journal of Constructional Steel Research, 2021, 180: 106606.
[26]EMAMI F, MOFID M, VAFAI A.Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls[J].Engineering Structures, 2013, 48: 750-762.
[27]TONG J Z, GUO Y L, ZUO J Q.Elastic buckling and load-resistant behaviors of double-corrugated-plate shear walls under pure in-plane shear loads[J].Thin-Walled Structures, 2018, 130: 593-612.
[28]赵秋红, 邱静, 郝博超,等.两边连接竖向波纹钢板剪力墙的抗侧性能[J].天津大学学报:自然科学与工程技术版, 2019, 52(A02):8.
ZHAO Qiuhong, QIU Jing, HAO Bochao, et al.Lateral performance of shear wall with vertical corrugated steel plate connected on both sides[J].Journal of Tianjin University(Natural Science and Engineering Technology Edition), 2019, 52(A02): 8.
[29]周林丽,谭平,滕晓飞.侧边加劲半圆形波纹钢板墙的抗侧性能[J].西南交通大学学报,2021,5 6(3):550-557.
Zhou Linli, Tan Ping, Teng Xiaofei.Side resistance performance of semicircular corrugated steel plate wall with side stiffening[J].Journal of Southwest Jiaotong University,2021,5 6(3):550-557.
[30]郑宏, 王玮, 杨瑞鹏,等.新型十字加劲波纹钢板剪力墙滞回性能探究[J].建筑钢结构进展, 2021, 23(6):8.
ZHENG Hong, WAMG Wei, YANG Ruipeng, et al.Research on hysteretic performance of a new type of cross-stiffened corrugated steel shear wall[J].Progress in Building Steel Structures, 2021, 23(6):8.
[31]王嘉政.十字加劲波纹钢板剪力墙的滞回性能研究[D].西安:长安大学,2019.
WANG Jiazheng.Research on hysteretic performance of cross-stiffened corrugated steel plate shear wall[D].Xi'an:Chang'an University, 2019.
[32]闫帅.斜加劲波纹钢板剪力墙的滞回性能研究[D].西安:长安大学,2020.
Yan Shuai.Research on hysteretic performance of diagonally stiffened corrugated steel plate shear wall[D].Xi'an:Chang'an University, 2020.
[33]ROUDSARI S S, SOLEIMANI S M, HAMOUSH S A.Analytical study of the effects of opening characteristics and plate thickness on the performance of sinusoidal and trapezoidal corrugated steel plate shear walls[J].Journal of Constructional Steel Research, 2021, 182: 106660.
[34]BAHREBAR M, KABIR M Z, HAJSADEGHI M, et al.Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations[J].International Journal of Steel Structures, 2016, 16(3): 845-855.
[35]FARZAMPOUR A, LAMAN J A, MOFID M.Behavior prediction of corrugated steel plate shear walls with openings[J].Journal of Constructional Steel Research, 2015, 114: 258-268.
[36]王威,孙壮壮,罗麒锐,等.开洞波形钢板墙受剪承载力及耗能性分析[J/OL].建筑结构学报:2021:1-12.[2021-12-12].
WANG Wei,SUN Zhuangzhuang,LUO Qirui,et al.Analysis of shear capacity and energy consumption of corrugated steel wall with openings[J/OL].Journal of Building Structures:2021:1-12.[2021-12-12].
[37]YU C, YU G.Experimental investigation of cold-formed steel framed shear wall using corrugated steel sheathing with circular holes[J].Journal of Structural Engineering, 2016, 142(12): 04016126.
[38]BAHREBAR M, KABIR M Z, ZIRAKIAN T, et al.Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls[J].Journal of Constructional Steel Research, 2016, 122: 584-594.
[39]BAHREBAR M, LIM J B P, CLIFTON G C, et al.Perforated steel plate shear walls with curved corrugated webs under cyclic loading[C]//Structures.Elsevier, 2020, 24: 600-609.

相似文献/References:

[1]余志武,等.装配式剪力墙结构新型连接节点的构造与抗震性能研究[J].西安建筑科技大学学报(自然科学版),2015,47(02):160.[doi:DOI:10.15986/j.1006-7930.2015.02.002]
 YU Zhiwu,PENG Xiaodan,GUO Wei,et al.New node connection mode and seismic performance of precast concrete shear wall structure[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2015,47(02):160.[doi:DOI:10.15986/j.1006-7930.2015.02.002]
[2]陈新孝,牛荻涛.锈蚀钢筋混凝土框架地震反应分析[J].西安建筑科技大学学报(自然科学版),2018,50(03):361.[doi:10.15986/j.1006-7930.2018.03.008]
 CHEN Xinxiao,NIU Ditao.Earthquake response analysis on corroded reinforced concrete frame[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2018,50(02):361.[doi:10.15986/j.1006-7930.2018.03.008]
[3]王威,侯铭岳,苏三庆,等.带可更换阻尼器的竖向波形钢板剪力墙及组合墙抗震性能试验对比研究[J].西安建筑科技大学学报(自然科学版),2020,52(01):38.[doi:10.15986j.1006-7930.2020.01.006]
 WANG Wei,HOU Mingyue,SU Sanqing,et al.Experimental study on seismic performance of vertical corrugated steel shear wall and composite wall with replaceable damper for contrast[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2020,52(02):38.[doi:10.15986j.1006-7930.2020.01.006]
[4]张玉敏,蔡占军,徐礼贤,等.偏心竖缝耗能预制剪力墙抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2020,52(04):478.[doi:10.15986-j.1006-7930.2020.04.003]
 ZHANG Yumin,CAI Zhanjun,XU Lixian,et al.Experimental study on seismic performance of prefabricated energy dissipation shear walls with eccentric vertical joints[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2020,52(02):478.[doi:10.15986-j.1006-7930.2020.04.003]
[5]张淦,张品乐,陶忠,等.高强钢筋混凝土T形截面短肢剪力墙抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2021,53(01):86.[doi:10.15986/j.1006-7930.2021.01.012]
 ZHANG Gan,ZHANG Pinle,TAO Zhong,et al.Experiment on seismic behavior of Tshaped shortleg shear wall with high strength reinforced concrete[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2021,53(02):86.[doi:10.15986/j.1006-7930.2021.01.012]
[6]江忠画,张铮,陈笃海,等.覆竹木碳纤维板冷弯薄壁型钢墙体抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2021,53(04):552.[doi:10.15986/j.1006-7930.2021.04.012]
 JIANG Zhonghua,ZHANG Zheng,CHEN Duhai,et al.Experimental study on seismic performance of cold-formed thin-walled steel wall with bamboo wood carbon fiber board[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2021,53(02):552.[doi:10.15986/j.1006-7930.2021.04.012]
[7]张智吉,张品乐,刘俊雄,等.高强钢筋高强混凝土短肢剪力墙地震损伤性能与损伤模型研究[J].西安建筑科技大学学报(自然科学版),2022,54(01):45.[doi:10.15986/j.1006-7930.2022.01.006 ]
 ZHANG Zhiji,ZHANG Pinle,LIU Junxiong,et al.Research on seismic damage performance and seismic damage model of high-strength steel bar and high-strength concrete short-limb shear wall[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(02):45.[doi:10.15986/j.1006-7930.2022.01.006 ]
[8]方先慧,邓嘉瑞,张军朋,等.ECC低干预加固结构数值模拟研究[J].西安建筑科技大学学报(自然科学版),2022,54(02):267.[doi:10.15986/j.1006-7930.2022.02.014]
 FANG Xianhui,DENG Jiarui,ZHANG Junpeng,et al.Numerical simulation of ECC low intervention reinforced structures[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(02):267.[doi:10.15986/j.1006-7930.2022.02.014]
[9]赵军洋,王新武,褚怀保,等.T型件单边螺栓连接梁柱节点抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2022,54(05):665.[doi:10.15986/j.1006-7930.2022.05.004 ]
 ZHAO Junyang,WANG Xinwu,CHU Huaibao,et al.Experimental research on seismic performance of T-piece unilateral bolted beam-column joints[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(02):665.[doi:10.15986/j.1006-7930.2022.05.004 ]
[10]赵 航,王秋维,史庆轩.考虑嵌固支座约束的钢筋混凝土柱数值分析研究[J].西安建筑科技大学学报(自然科学版),2022,54(06):906.[doi:10.15986/j.1006-7930.2022.06.014 ]
 ZHAO Hang,WANG Qiuwei,SHI Qingxuan.Numerical analysis on reinforced concrete columns with restraint of support[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(02):906.[doi:10.15986/j.1006-7930.2022.06.014 ]

备注/Memo

备注/Memo:
收稿日期:2022-07-11修改稿日期:2023-02-25
第一作者:马振庭(1986—),男,高级工程师,从事建筑结构抗震方面的科研与设计工作. E-mail:317785082@qq.com
更新日期/Last Update: 2023-04-20