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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2012, Vol. 6 Issue (1): 44-52   https://doi.org/10.1007/s11709-012-0138-x
  RESEARCH ARTICLE 本期目录
Efficiency of scalar and vector intensity measures for seismic slope displacements
Efficiency of scalar and vector intensity measures for seismic slope displacements
Gang WANG()
Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Hong Kong, China
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Abstract

Ground motion intensity measures are usually used to predict the earthquake-induced displacements in earth dams, soil slopes and soil structures. In this study, the efficiency of various single ground motion intensity measures (scalar IMs) or a combination of them (vector IMs) are investigated using the PEER-NGA strong motion database and an equivalent-linear sliding-mass model. Although no single intensity measure is efficient enough for all slope conditions, the spectral acceleration at 1.5 times of the initial slope period and Arias intensity of the input motion are found to be the most efficient scalar IMs for flexible slopes and stiff slopes respectively.

Vector IMs can incorporate different characteristics of the ground motion and thus significantly improve the efficiency over a wide range of slope conditions. Among various vector IMs considered, the spectral accelerations at multiple spectral periods achieve high efficiency for a wide range of slope conditions. This study provides useful guidance to the development of more efficient empirical prediction models as well as the ground motion selection criteria for time domain analysis of seismic slope displacements.

Key wordsseismic slope displacements    intensity measures    empirical prediction
收稿日期: 2011-12-05      出版日期: 2012-03-05
Corresponding Author(s): WANG Gang,Email:gwang@ust.hk   
 引用本文:   
. Efficiency of scalar and vector intensity measures for seismic slope displacements[J]. Frontiers of Structural and Civil Engineering, 2012, 6(1): 44-52.
Gang WANG. Efficiency of scalar and vector intensity measures for seismic slope displacements. Front Struc Civil Eng, 2012, 6(1): 44-52.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-012-0138-x
https://academic.hep.com.cn/fsce/CN/Y2012/V6/I1/44
Fig.1  
IMnamedefinitionunits
PGApeak ground accelerationmax?t|a(t)|, the maximum absolute value of the acceleration time historyg
Saspectral accelerationSa(T), peak acceleration of a single-DOF elastic oscillator with specified period T and 5% damping ratiog
ASIAcceleration spectrum intensityT=0.10.5sSa(T)dT, integration of Sa(T) over T= 0.1 s to 0.5 s.g
IAarias intensity [14]π2g0|a(t)|2dt, time integration of the acceleration squaredg?s
CAVcumulative absolute velocity0|a(t)|dt, time integration of the absolute value of acceleration.g?s
D5-95significant duration [15]t(0.95IA)-t(0.05IA), time used to accumulate from 5% to 95% IAs
Tmmean period [16]weighted mean period of Fourier spectrums
Tab.1  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
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