Parametric Statistical Generalization of Uniform-Hazard Earthquake Ground Motions

被引:98
作者
Dickinson, Bryce W. [1 ]
Gavin, Henri P. [2 ]
机构
[1] Rutherford & Chekene, San Francisco, CA 94105 USA
[2] Duke Univ, Dept Civil & Environm Engn, Durham, NC 27708 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2011年 / 137卷 / 03期
基金
美国国家科学基金会;
关键词
Synthetic ground motion; Ground-motion parameter; Near-fault effect; SEISMIC PERFORMANCE EVALUATION; SAN-ANDREAS FAULT; DIRECTIVITY-PULSE; SIMULATION; DESIGN; BUILDINGS; SYSTEMS; MODELS; GENERATION; SPECTRA;
D O I
10.1061/(ASCE)ST.1943-541X.0000330
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sets of ground-motion records used for seismic hazard analyses typically have intensity measures corresponding to a particular hazard level for a site (perhaps conditioned on a particular intensity value and hazard). In many cases the number of available ground motions that match required spectral ordinates and other criteria (such as duration, fault rupture characteristics, and epicentral distance) may not be sufficient for high-resolution seismic hazard analysis. In such cases it is advantageous to generate additional ground motions using a parameterized statistical model calibrated to records of the smaller data set. This study presents a statistical parametric analysis of ground-motion data sets that are classified according to a seismic hazard level and a geographic region and that have been used extensively for structural response and seismic hazard analyses. Parameters represent near-fault effects such as pulse velocity and pulse period, far-field effects such as velocity amplitude and power-spectral attributes, and envelope characteristics. A systematic fitting of parameterized pulse functions to the individual ground-motion records, of parameterized envelopes to individual instantaneous ground-motion amplitudes, and of parameterized power-spectral density functions to averaged power spectra result in probability distributions for ground-motion parameters representative of particular seismic hazard levels for specific geographical regions. This methodology presents a means to characterize the variability in a set of ground-motion records of physically meaningful parameters. DOI: 10.1061/(ASCE)ST.1943-541X.0000330. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:410 / 422
页数:13
相关论文
共 50 条
  • [31] A parametric study on the effect of rotational ground motions on building structural responses
    Vicencio, Felipe
    Alexander, Nicholas A.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 118 : 191 - 206
  • [32] Seismic hazard study for the duration of ground-motions triggered by intraslab earthquakes
    Lopez-Castaneda, Alheli S.
    del Campo, Osvaldo Martin
    Reinoso, Eduardo
    NATURAL HAZARDS, 2024, 120 (13) : 12221 - 12263
  • [33] Comparing the Performance of Japan's Earthquake Hazard Maps to Uniform and Randomized Maps
    Brooks, Edward M.
    Stein, Seth
    Spencer, Bruce D.
    SEISMOLOGICAL RESEARCH LETTERS, 2016, 87 (01) : 90 - 102
  • [34] Numerical modelling of the near-field velocity pulse-like ground motions of the Northridge earthquake
    Luo, Quanbo
    Dai, Feng
    Liu, Yi
    Gao, Mengtan
    ACTA GEOPHYSICA, 2020, 68 (04) : 993 - 1006
  • [35] Tuned inerter dampers for civil structures subjected to earthquake ground motions: optimum design and seismic performance
    Shen, Wenai
    Niyitangamahoro, Abdou
    Feng, Zhouquan
    Zhu, Hongping
    ENGINEERING STRUCTURES, 2019, 198
  • [36] The 1933 Long Beach Earthquake (California, USA): Ground Motions and Rupture Scenario
    Hough, S. E.
    Graves, R. W.
    SCIENTIFIC REPORTS, 2020, 10 (01)
  • [37] Damage Index for Different Structural Systems Subjected to Recorded Earthquake Ground Motions
    Rodriguez, Mario E.
    EARTHQUAKE SPECTRA, 2018, 34 (02) : 773 - 793
  • [38] Source-Dependent Amplification of Earthquake Ground Motions in Deep Sedimentary Basins
    Wirth, Erin A.
    Vidale, John E.
    Frankel, Arthur D.
    Pratt, Thomas L.
    Marafi, Nasser A.
    Thompson, Mika
    Stephenson, William J.
    GEOPHYSICAL RESEARCH LETTERS, 2019, 46 (12) : 6443 - 6450
  • [39] Seismic response of shield tunnel subjected to spatially varying earthquake ground motions
    Miao, Yu
    Yao, Erlei
    Ruan, Bin
    Zhuang, Haiyang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 77 : 216 - 226
  • [40] Estimation of floor response spectra induced by artificial and real earthquake ground motions
    Pu, Wuchuan
    Xu, Xi
    STRUCTURAL ENGINEERING AND MECHANICS, 2019, 71 (04) : 377 - 390