Floor response spectra and seismic design method of electrical equipment installed on floor in indoor substation

被引:5
|
作者
Zhu, Wang [1 ]
Wu, Minger [1 ,2 ]
Xie, Qiang [1 ,2 ,3 ]
Xu, Junxin [1 ]
机构
[1] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Performance Evolut & Control Engn Struct, Minist Educ, Shanghai 200092, Peoples R China
[3] Tongji Univ, Dept Struct Engn, Singping Rd 1239, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Indoor substation; Electrical equipment; Floor response spectra; Amplification factor; Seismic design method;
D O I
10.1016/j.soildyn.2023.108138
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Electrical equipment installed on floors is a typical type of nonstructural component in indoor substations, which could be subjected to earthquake loading during seismic events. To investigate the seismic design method of floor electrical equipment in indoor substations, simulation models of four whole-indoor substations comprising main control buildings and their floor electrical equipment were established. Seismic response spectrum analyses of main-attachment structures were performed with a high number of ground motions as inputs. Using mathematical statistics and data fitting methods, this research suggested the calculation formula of amplification factor of floor acceleration response spectrum. Specifically, when the periodic ratio of electrical equipment to main control building is in the range of 0.9-1.1, the system would produce a strong resonance-like effect with a peak spectral amplification factor. The floor response spectrum for seismic design was influenced by four factors: equipment importance category, floor position, damping ratio of electrical equipment, and torsion effect of main control building. Following that, a seismic design method especially applicable for electrical equipment installed on floor in indoor substation, which combines amplification factor and calculation method of seismic action indicated in the relevant specification, was presented. Lastly, a typical 220 kV whole-indoor substation was taken as an example to validate the accuracy of the design method highlighted in this article.
引用
收藏
页数:17
相关论文
共 50 条
  • [41] A direct method for determining floor response spectra at the ITER Tokamak Complex
    Ezeberry, Javier
    Combescure, Didier
    NUCLEAR ENGINEERING AND DESIGN, 2017, 323 : 290 - 298
  • [42] Generation of floor and tertiary response spectra of structures under seismic excitations at multiple supports
    Wang, Rui
    Xie, Wei-Chau
    Pandey, Mahesh D.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2022, 51 (04): : 853 - 874
  • [43] SEISMIC RESPONSE TO SEA-FLOOR DIFFRACTORS
    NEWMAN, P
    GEOPHYSICS, 1984, 49 (05) : 625 - 625
  • [44] SEISMIC DESIGN OF TELECOMMUNICATIONS EQUIPMENT INSTALLED IN BUILDINGS.
    Akagi, Hisanobu
    Sato, Yuji
    Denki Tsushin Kenkyujo kenkyu jitsuyoka hokoku, 1985, 34 (03): : 447 - 457
  • [45] Adaptive Passive Seismic Isolation System for Mitigating the Acceleration Response of Floor-Mounted Equipment
    Walsh, Kenneth K.
    Marin-Artieda, Claudia
    Mcelroy, Keanu
    JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (01)
  • [46] Seismic interaction between flexible conductors and electrical substation equipment
    Ghalibafian, H
    Ventura, CE
    Bhuyan, GS
    JOURNAL OF STRUCTURAL ENGINEERING, 2005, 131 (02) : 231 - 239
  • [47] The generation of uniform hazard Floor Response Spectra
    Zhou, Yang
    Xie, Wei-Chau
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 161
  • [48] HEAVY INTERACTION PROBLEMS IN FLOOR RESPONSE SPECTRA
    LAZZERI, L
    VITI, G
    RES MECHANICA, 1990, 30 (04): : 353 - 360
  • [49] Analysis of floor response spectra of an office building
    Jendzelovsky, Norbert
    Grmanova, Alzbeta
    4TH INTERNATIONAL SCIENTIFIC CONFERENCE STRUCTURAL AND PHYSICAL ASPECTS OF CONSTRUCTION ENGINEERING (SPACE 2019), 2020, 310
  • [50] FAST FLOOR RESPONSE SPECTRA GENERATION TECHNIQUE
    YAN, MJ
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 1983, 105 (01): : 35 - 41