Seismic Performance of a New Type of Coupled Shear Wall with Replaceable Components: Experimental Validation

被引：19

作者：

Jiang, Huanjun ^{[1
]}

Li, Shurong ^{[2
]}

Bolander, John E. ^{[3
]}

Kunnath, Sashi K. ^{[3
]}

机构：

[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai, Peoples R China

[2] Shandong Jianzhu Univ, Key Lab Bldg Struct Retrofitting & Underground Sp, Minist Educ, Jinan 250101, Peoples R China

[3] Univ Calif Davis, Dept Civil & Environm Engn, Davis, CA 95616 USA

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2023年 / 27卷 / 04期

关键词：

Coupled shear wall; replaceable corner component; replaceable coupling beams; seismic performance; cyclic loading tests; BEHAVIOR;

D O I：

10.1080/13632469.2022.2033353

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study proposes a new type of reinforced concrete (RC) coupled shear wall with replaceable coupling beams and replaceable corner components (RCCs) installed at the bottom corners of wall piers. To assess the seismic performance of the new coupled shear wall and verify the proposed design methodology, four 1/2-scale specimens including one conventional RC coupled shear wall and three new coupled shear walls were tested under lateral cyclic loading. The test results indicate that compared with conventional RC coupled shear walls the seismic performance of the new coupled shear wall is significantly improved.

引用

页码：810 / 832

页数：23

共 50 条

[1] Experimental Research on Seismic Performance of Composite Shear Wall with Replaceable Wall Toe Member
Wang W.
Huang Y.
Su S.
Song J.
Xu S.
Li Y.
Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2021, 53 (04): : 33 - 44
[2] STUDY OF A NEW TYPE OF RC SHEAR WALL WITH REPLACEABLE CORNER COMPONENTS
Jiang, Huanjun
Liu, Qizhou
PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 1959 - 1966
[3] Experimental study of seismic performance of corrugated steel plate shear wall with replaceable damper
Wang W.
Han B.
Wang W.
Huang Y.
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2020, 51 (05): : 1350 - 1360
[4] Seismic behavior and design of PEC shear wall with replaceable corner components
Feng, Xiaotian
Yu, Jinguang
Hua, Jie
STRUCTURES, 2022, 46 : 1189 - 1208
[5] Experimental study on seismic performance of new-type composite shear wall
Song, Xiaoruan
Huang, Chenglin
Zhang, Guanfang
Shan, Wenchao
Wang, Yongmeng
DYNA, 2019, 94 (04): : 465 - 472
[6] Seismic performance of RC coupled shear wall structure with hysteretic-viscous replaceable coupling beams: Experimental and numerical investigations
Gong, Nan
Shi, Zhiguo
Li, Peizhen
Lei, Ying
ENGINEERING STRUCTURES, 2025, 326
[7] Seismic performance of novel RC shear wall with replaceable self-centering energy-dissipation components
Wang, Haozuo
Jiang, Huanjun
Huang, Youlu
JOURNAL OF BUILDING ENGINEERING, 2023, 70
[8] Experimental study on seismic performance of new-type fabricated shear wall with mortar connection
Yuan, Quan
Wang, Zehui
Li, Huihui
Zhu, Honglei
Suo, Ni
JOURNAL OF BUILDING ENGINEERING, 2021, 43
[9] Seismic Performance of RC Frame-Shear Wall Structure with Replaceable Coupling Beams
Li, Shurong
Jiang, Huanjun
HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, 2018, : 1023 - 1032
[10] Seismic Performance of Frame-Shear Wall Structure with Innovative Replaceable Coupling Beams
Chen, Cong
Lu, Xilin
RESPONSE OF STRUCTURES UNDER EXTREME LOADING, 2015, : 480 - 487

← 1 2 3 4 5 →