Italian seismic amplification factors for peak ground acceleration and peak ground velocity

被引:10
|
作者
Mendicelli, Amerigo [1 ]
Falcone, Gaetano [1 ,2 ]
Acunzo, Gianluca [1 ]
Mori, Federico [1 ]
Naso, Giuseppe [3 ]
Peronace, Edoardo [1 ]
Porchia, Attilio [1 ]
Romagnoli, Gino [1 ]
Moscatelli, Massimiliano [1 ]
机构
[1] Ist Geol Ambientale & Geoingn, CNR IGAG, Area Ric Roma 1,Via Salaria Km 29-300, I-00015 Rome, Montelibretti, Italy
[2] Politecn Bari, Dipartimento Ingn Civile Ambientale Terr & Chim D, Bari, Italy
[3] Presidenza Consiglio Minist, Dipartimento Protez Civile DPC, Rome, Italy
来源
关键词
Italian seismic microzonation data; one-dimensional geotechnical model; seismic site response analyses; maps of amplification factors; territorial and emergency planning; EARTHQUAKE; MOTION; 2D;
D O I
10.1080/17445647.2022.2101947
中图分类号
P9 [自然地理学]; K9 [地理];
学科分类号
0705 ; 070501 ;
摘要
Ground motion modification over large areas is generally evaluated by focusing on source effects disregarding local lithostratigraphic site conditions. Hence, amplification maps of peak ground acceleration and peak ground velocity are proposed to improve the forecast of ground motion on a national scale. Topological information about litho-type successions and soil mechanical behaviour were retrieved from the Italian database of seismic microzonation and more than 30 million of seismic site response analyses were performed to quantify the amplification factors (i.e. the ratio between expected ground motion at the site of interest and that at the outcropping engineering bedrock). The maximum value of the amplified peak ground acceleration on the Italian territory results in about twice as much as the value expected at the outcropping of the engineering bedrock. Finally, damage scenario maps based on the amplified ground motion could be produced as a supporting tool for urban planning and emergency system management.
引用
收藏
页码:497 / 507
页数:11
相关论文
共 50 条
  • [1] Note on scaling of peak ground acceleration and peak ground velocity with magnitude
    Douglas, J
    GEOPHYSICAL JOURNAL INTERNATIONAL, 2002, 148 (02) : 336 - 339
  • [2] Relationship between peak ground acceleration, peak ground velocity, and intensity in Taiwan
    Wu, YM
    Teng, TL
    Shin, TC
    Hsiao, NC
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2003, 93 (01) : 386 - 396
  • [3] Soft soil amplification of peak ground acceleration
    Liu, Zheng
    Shen, Jianwen
    Shi, Shuzhong
    Yu, Zhan
    Tongji Daxue Xuebao/Journal of Tongji University, 2009, 37 (05): : 607 - 611
  • [4] Seismic attenuation and peak ground acceleration in Taiwan
    Chang, TY
    Cotton, F
    Angelier, J
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2001, 91 (05) : 1229 - 1246
  • [5] Relationships between peak ground acceleration, peak ground velocity, and modified mercalli intensity in California
    Wald, David J.
    Quitoriano, Vincent
    Heaton, Thomas H.
    Kanamori, Hiroo
    Earthquake Spectra, 1999, 15 (03): : 557 - 564
  • [6] Relationship between Peak Ground Acceleration, Peak Ground Velocity, and Macroseismic Intensity in Western China
    Du, Ke
    Ding, Baorong
    Luo, Huan
    Sun, Jingjiang
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2019, 109 (01) : 284 - 297
  • [7] On the Calculation of Peak Ground Velocity for Seismic Performance Assessment
    Huang, Yin-Nan
    Whittaker, Andrew S.
    EARTHQUAKE SPECTRA, 2015, 31 (02) : 785 - 794
  • [8] Influence of peak ground velocity on seismic failure probability
    Sucuoglu, H
    Erberik, MA
    Yücemen, MS
    STRUCTURAL DYNAMICS, VOLS 1 AND 2, 1999, : 1031 - 1036
  • [9] Near real-time mapping of peak ground acceleration and peak ground velocity following a strong earthquake
    Wu, YM
    Shin, TC
    Chang, CH
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2001, 91 (05) : 1218 - 1228
  • [10] Uncertainty in the estimates of peak ground acceleration in seismic hazard analysis
    V. A. Pavlenko
    Izvestiya, Physics of the Solid Earth, 2015, 51 : 878 - 884