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
  • [41] Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity
    Di Cesare, Antonio
    Lamarucciola, Nicla
    Ponzo, Felice Carlo
    JOURNAL OF EARTHQUAKE ENGINEERING, 2024, 28 (12) : 3432 - 3446
  • [42] Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach
    Mehdi Mokhtari
    Hosein Naderpour
    Bulletin of Earthquake Engineering, 2020, 18 : 5031 - 5061
  • [43] Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach
    Mokhtari, Mehdi
    Naderpour, Hosein
    BULLETIN OF EARTHQUAKE ENGINEERING, 2020, 18 (10) : 5031 - 5061
  • [44] Seismic Risk Evaluation of Retrofitted Reinforced Concrete Buildings Utilizing Base Isolation and Considering Mainshock-Aftershock
    Han, Ruilong
    Li, Yue
    CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 1372 - 1375
  • [45] Seismic Fragility Evaluation of Main Steam Piping of Isolated APR1400 NPP Considering the Actual Failure Mode
    Jeon, Bub-Gyu
    Kim, Sung-Wan
    Yun, Da-Woon
    Hahm, Daegi
    Eem, Seunghyun
    SUSTAINABILITY, 2022, 14 (14)
  • [46] PROPOSAL OF SEISMIC SAFETY EVALUATION METHOD FOR SEISMICALLY ISOLATED BUILDINGS CONSIDERING REDUNDANCY FOR EARTHQUAKE GROUND MOTION LEVELS
    Izawa Y.
    Kobayashi M.
    Journal of Structural and Construction Engineering, 2023, 88 (807): : 746 - 757
  • [47] Seismic risk of base isolated non-ductile reinforced concrete buildings considering uncertainties and mainshock-aftershock sequences
    Han, Ruilong
    Li, Yue
    van de Lindt, John
    STRUCTURAL SAFETY, 2014, 50 : 39 - 56
  • [48] Seismic fragility of base-isolated single-storey unreinforced masonry buildings equipped with classical and recycled rubber bearings in Himalayan regions
    Losanno, Daniele
    Ravichandran, Nagavinothini
    Parisi, Fulvio
    JOURNAL OF BUILDING ENGINEERING, 2022, 45
  • [49] Evaluation of the influence of heatmechanics interaction behavior in highdamping rubber bearings on seismic response of base-isolated buildings
    Kitamura H.
    Hayakawa S.
    Takenaka Y.
    Takaoka E.
    Murota N.
    Journal of Structural and Construction Engineering, 2010, 75 (655): : 1635 - 1644
  • [50] EVALUATION OF BRACE PLACEMENTS FOR LOW TO MID-RISE BASE-ISOLATED BUILDINGS CONSIDERING EFFECTIVE BRACE DEFORMATION RATIO
    Arai, Yudai
    Sato, Daiki
    Shegay, Alex
    Tobari, Ryota
    Yasunaga, Jumpei
    Ueki, Takuya
    Kaneshiro, Yosuke
    AIJ Journal of Technology and Design, 2023, 29 (72): : 695 - 700