Comprehensive evaluation of seismic fragility in base isolated buildings enhanced with supplemental dampers considering pounding phenomenon

被引:1
|
作者
Ebrahimi, Sahar [1 ]
Naderpour, Hosein [2 ]
Zahrai, Seyed Mehdi [1 ,3 ]
机构
[1] Univ Tehran, Coll Engn, Sch Civil Engn, Tehran, Iran
[2] Semnan Univ, Fac Civil Engn, Semnan, Iran
[3] Univ Ottawa, Dept Civil Engn, Ottawa, ON, Canada
关键词
Hybrid base isolation system; Pulse-like ground motion; Incremental dynamic analysis; Damage probability; Seismic fragility analysis; DISPLACEMENT; PERFORMANCE;
D O I
10.1016/j.istruc.2024.107077
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Base isolation is a proven technology effective in minimizing earthquake-induced damage to both the structural and non-structural elements (especially freestanding contents) of buildings. Nevertheless, it has been shown that allowing the flexible isolation layer to endure substantial demand displacements might subject the isolated structure to failure. This vulnerability arises from potential superstructure yielding due to increased deformations and reduced stiffness, such as those occurring through pounding against a moat wall during intense earthquakes. One alternative to controlling these large deformations is to use supplementary dampers at the isolation plane of the building, creating a hybrid base isolation system (HIS), which adds damping to the isolation system. In this research, the seismic performance of base isolated structures with lead-rubber bearing (LRB) are studied in conjunction with linear viscous dampers (LVD). Due to this aim, a base-isolated steel frame with 2 story X-type braces and a surrounding moat wall is modeled with two various configurations: LRB, and LRB with LVD. Fragility curves are developed for an ensemble of near-field (NF) pulse-like ground motions and for the maximum inter-story drift ratio (MIDR) as an engineering demand parameter (EDP). The incremental dynamic analysis (IDA) is conducted to calculate the damage probability of the structure by assuming different threshold values for damage states. It was found that adding viscous dampers to the isolation system balanced the behavior of the structure under near field pulse-type records; resulting in reduced isolation displacement while its adverse effects are insignificant and can be ignored. Moreover, the median spectral acceleration, namely the spectral acceleration associated to a probability of exceedance (POE) equal to 50 %, at the specific limit state, in the hybrid base isolation system is higher compared to the conventional one.
引用
收藏
页数:11
相关论文
共 50 条
  • [21] Influence of nonlinear fluid viscous dampers in controlling the seismic response of the base-isolated buildings
    Deringol, Ahmet Hilmi
    Guneyisi, Esra Mete
    STRUCTURES, 2021, 34 : 1923 - 1941
  • [22] Seismic response control of base-isolated buildings using multiple tuned mass dampers
    Stanikzai, Mohammad Hamayoun
    Elias, Said
    Matsagar, Vasant A.
    Jain, Arvind K.
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2019, 28 (03):
  • [23] Comparative Seismic Fragility Analysis of Conventional and Base Isolated Hospital Buildings Having Different Structural Systems
    Ferj, M.
    Lopez-Garcia, D.
    JOURNAL OF EARTHQUAKE ENGINEERING, 2022, 26 (05) : 2491 - 2513
  • [24] Seismic Fragility of Fixed Base and Base Isolated Ground Supported Liquid Storage Tanks Considering Soil–Structure Interaction
    Kumar H.
    Saha S.K.
    Journal of The Institution of Engineers (India): Series A, 2021, 102 (03) : 829 - 839
  • [25] Seismic fragility models for base-isolated unreinforced masonry buildings with fibre-reinforced elastomeric isolators
    Losanno, Daniele
    Ravichandran, Nagavinothini
    Parisi, Fulvio
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2023, 52 (02): : 308 - 334
  • [26] Probabilistic seismic analysis of base isolated buildings considering near and far field earthquake ground motions
    Chanda, Abhishikta
    Debbarma, Rama
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2022, 18 (01) : 97 - 108
  • [27] Analysis of base-isolated buildings considering vertical seismic responses and P-delta effects
    Zhao, YM
    Ma, DH
    Guo, XD
    Su, JY
    PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING: NEW FRONTIER AND RESEARCH TRANSFORMATION, 2004, : 745 - 749
  • [28] Comparative Evaluation of Base-Isolated and Fixed-Base Buildings Using a Comprehensive Response Index
    Sayani, Prayag J.
    Ryan, Keri L.
    JOURNAL OF STRUCTURAL ENGINEERING, 2009, 135 (06) : 698 - 707
  • [29] Stochastic seismic analysis of base-isolated structures with electromagnetic inertial mass dampers considering different soil conditions
    Heng Wang
    Wenai Shen
    Hongping Zhu
    Fan Kong
    Songye Zhu
    Bulletin of Earthquake Engineering, 2023, 21 : 1601 - 1626
  • [30] Assessing the Collapse Probability of Base-Isolated Buildings Considering Pounding to Moat Walls Using the FEMA P695 Methodology
    Masroor, Armin
    Mosqueda, Gilberto
    EARTHQUAKE SPECTRA, 2015, 31 (04) : 2069 - 2086