Influence of the pinching behavior of the damper on seismic performance of low-damage self-centering precast concrete frames

被引:2
|
作者
Li, Yadong [1 ]
Geng, Fangfang [2 ]
Ding, Youliang [3 ]
Pang, Rui [1 ]
机构
[1] Henan Univ Technol, Sch Civil Engn, Zhengzhou 450001, Peoples R China
[2] Nanjing Inst Technol, Sch Architecture Engn, Nanjing 211167, Peoples R China
[3] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Peoples R China
基金
中国国家自然科学基金;
关键词
Earthquake resilience; Self-centering; Beam-column connections; Low-damage; Cyclic load test; Replaceable dampers;
D O I
10.1016/j.soildyn.2024.108888
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study developed an LCdamperP material model capable of simulating the pinching behavior of metallic yield dampers in low-damage self-centering precast concrete (LDSCPC) frames, based on the OpenSees software. Three cases based on a single frame were designed, with Case Damper representing dampers under ideal conditions, Case DamperP representing dampers exhibiting pinching behavior, and Case NoDamper representing the case without dampers. The influence of the pinching behavior of the damper on seismic performance of LDSCPC frames was studied through nonlinear dynamic analysis and seismic vulnerability analysis. Among them, IO (immediate occupancy) and BR (building resilience) are defined as two performance levels for the maximum drift. The results revealed that the influence of the pinching behavior of dampers on the displacement response of LDSCPC frames under frequent earthquakes was relatively minor. However, the impact was relatively greater on the upper part of the LDSCPC frames under rare earthquakes. Owing to the weakening of the dampers, under rare earthquakes, the overall energy dissipation of Case DamperP to be relatively significantly lower than that of the ideal state of Case Damper. Specifically, the average energy dissipation of the LDSCPC frames in Case DamperP decreased by approximately 25.10 % compared with that in Case Damper. The pinching behavior of the dampers resulted in an increase in the failure probability for the LDSCPC frames at the IO performance level for the design basis earthquake (DBE) and at the BR performance level for the maximum considered earthquake (MCE) by 1.35 % and 2.15 %, respectively. The failure probabilities for the IO and BR performance levels of the LDSCPC frames without dampers were 5.88 % and 10.07% higher than those for Case DamperP with weakened dampers. Despite a certain degree of performance weakening, the dampers in Case DamperP still played a significant role.
引用
收藏
页数:15
相关论文
共 50 条
  • [31] A novel inerter-enhanced self-centering damper (ISCD) for improving seismic resilience of self-centering RC building frames
    Kong, Sihua
    Zhao, Guifeng
    Ma, Yuhong
    Dong, You
    Feng, Ruiwei
    Yang, Zhenyu
    ENGINEERING STRUCTURES, 2025, 330
  • [32] Energy-based seismic design for self-centering concrete frames
    Song, Ge
    Yang, T. Y.
    Zhou, Ying
    BULLETIN OF EARTHQUAKE ENGINEERING, 2021, 19 (12) : 5113 - 5137
  • [33] Experimental investigation on the seismic behavior of a novel self-centering friction damper
    Li, Yong
    Zhang, Haoxuan
    Wang, Junbin
    Yu, Haifeng
    Ma, Kang
    Zhang, Xuehui
    Ji, Wenjun
    Li, Ran
    JOURNAL OF BUILDING ENGINEERING, 2023, 76
  • [34] Probabilistic seismic performance assessment of self-centering prestressed concrete frames with web friction devices
    Song, Long L.
    Guo, Tong
    EARTHQUAKES AND STRUCTURES, 2017, 12 (01) : 109 - 118
  • [35] Research on seismic behavior of precast self-centering concrete walls with dry slip-friction connectors
    Du, Xiuli
    Wang, Zhenyu
    Liu, Hongtao
    Liu, Minmin
    JOURNAL OF BUILDING ENGINEERING, 2021, 42
  • [36] Seismic performance enhancing of novel self-centering precast concrete frame using replaceable hysteretic dampers
    Geng, Fangfang
    Ding, Youliang
    Wu, Honglei
    Yang, Jianping
    Shen, Wei
    JOURNAL OF BUILDING ENGINEERING, 2021, 42
  • [37] A self-centering multilevel rocking wall-frame system for mitigating seismic damage in precast concrete buildings
    Naserpour, Afshin
    Dhakal, Rajesh P.
    STRUCTURES, 2024, 67
  • [38] Seismic performance of steel frames with different configurations of self-centering joints
    Yang, Yiming
    Yang, Pu
    Zhu, Xiaokai
    Cui, Jie
    Liu, Xinglong
    STRUCTURES, 2025, 74
  • [39] Impact of self-centering brace type on the seismic fragility of reinforced concrete frames
    Wang, Jishuai
    Guo, Tong
    Zhang, Yunwen
    Ji, Xinqiang
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2022, 18 (08) : 1152 - 1163
  • [40] Seismic Behavior of Self-Centering Precast Composite Wall with Variable Friction Dampers
    Wei, Huang
    Zhenhui, Fan
    Xinwei, Miao
    Jiarui, Zhang
    Yujiao, Sun
    Kang, Liu
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 57 (09): : 922 - 934