A comprehensive categorization method for identifying near-fault pulse-like ground motions

被引:0
|
作者
Peng, Yongbo [1 ,2 ]
Han, Renjie [1 ,3 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
[2] Tongji Univ, Shanghai Inst Disaster Prevent & Relief, Shanghai, Peoples R China
[3] Tongji Univ, Coll Civil Engn, Shanghai, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
AHP; classification criterion; comprehensive categorization; identification methods; NGA-West; 2; database; pulse-like ground motions; QUANTITATIVE CLASSIFICATION; EFFICIENT ALGORITHM; MODE DECOMPOSITION; VELOCITY PULSES; IDENTIFICATION; DIRECTIVITY; REPRESENTATION; EXTRACTION;
D O I
10.1002/eqe.4225
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Identifying near-fault pulse-like ground motions from extensive ground motion databases holds paramount importance, as it provides a pivotal foundation for further inquiries into this specific type of ground motions, including the modeling of such stochastic processes as well as thorough analysis of their potential impact on structures and infrastructure systems. Currently, a diverse array of quantitative methods for identifying pulse-like ground motions have emerged, all of which demonstrate good accuracy within their respective research scopes. However, due to the limitations of each individual method in identifying specific cases, these diverse approaches often yield inconsistent results for certain ground motion records, posing a significant challenge in establishing a reliable classification criterion that relies solely on a single identification method. To address this issue, the present study adopts a multifaceted approach. Instead of improving a single time-frequency analysis-based identification method, it carefully conducts a selection of seven baseline methods through a systematic overview of the field. By leveraging the analytic hierarchy process (AHP), a comprehensive categorization method is developed that integrates the strengths of each approach, resulting in a more robust and credible classification criterion. According to the devised category indicator, ground motions can be classified into four categories: Category A comprises definitively pulse-like ground motions; Category B comprises apparently pulse-like ground motions; Category C consists of probably pulse-like ground motions; and Category D encompasses ground motions unlikely to exhibit pulse-like characteristics. It provides a more elaborate classification beyond the binary distinction of pulse-like and non-pulse-like ground motions associated with traditional onefold classification methods. For validation purposes, a basic dataset comprising near-fault ground motion records from the NGA-West 2 database has been utilized. To verify the comprehensive categorization method, two datasets of pulse-like ground motion records suggested by FEMA and PEER and one dataset of ground motion records collected during the 1999 Chi-Chi earthquake are addressed. Numerical examples illustrate the remarkable effectiveness of the proposed method in identifying near-fault pulse-like ground motions based on their varying degrees of pulse-like characteristics.
引用
收藏
页码:4404 / 4431
页数:28
相关论文
共 50 条
  • [1] Determination of the pulse period for near-fault pulse-like ground motions
    Chang, Zhiwang
    Zhai, Changhai
    Li, Shuang
    Xie, Lili
    [J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2013, 46 (SUPPL.2): : 130 - 134
  • [2] Design Response Spectra for Near-fault Pulse-like Ground Motions
    Yang, Hua-Ping
    Qian, Yong-Jiu
    Li, Jing
    Shao, Chang-Jiang
    Gong, Wan-Ting
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2017, 30 (12): : 159 - 168
  • [3] Quantification of response spectra of pulse-like near-fault ground motions
    Pu, Wuchuan
    Wu, Ming
    Huang, Bin
    Zhang, Huajun
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 104 : 117 - 130
  • [4] An analytical model for approximating pulse-like near-fault ground motions
    [J]. 1600, Chinese Vibration Engineering Society (36):
  • [5] Quantitative Identification of Near-Fault Pulse-Like Ground Motions Based on Energy
    Zhai, Changhai
    Chang, Zhiwang
    Li, Shuang
    Chen, ZhiQiang
    Xie, Lili
    [J]. BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2013, 103 (05) : 2591 - 2603
  • [6] Effects of near-fault pulse-like ground motions on seismically isolated buildings
    Gunes, Necmettin
    [J]. JOURNAL OF BUILDING ENGINEERING, 2022, 52
  • [7] Sliding displacements of slopes under near-fault pulse-like ground motions
    Song, Jian
    Gao, Guangyun
    [J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2014, 33 (02): : 317 - 326
  • [8] Constant Ductility Energy Factors for the Near-Fault Pulse-Like Ground Motions
    Zhai, Changhai
    Ji, Duofa
    Wen, Weiping
    Lei, Weidong
    Xie, Lili
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2017, 21 (02) : 343 - 358
  • [9] Vector-valued intensity measures for pulse-like near-fault ground motions
    Baker, Jack W.
    Cornell, C. Allin
    [J]. ENGINEERING STRUCTURES, 2008, 30 (04) : 1048 - 1057
  • [10] Fuzzy-Valued Intensity Measures for Near-Fault Pulse-Like Ground Motions
    Li, Hao
    Yi, Wei-Jian
    Yuan, Xian-Xun
    [J]. COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2013, 28 (10) : 780 - 795