Frontiers of Structural and Civil Engineering

, Volume 6, Issue 1, pp 44–52

Efficiency of scalar and vector intensity measures for seismic slope displacements

Research Article

DOI: 10.1007/s11709-012-0138-x

Cite this article as:
Wang, G. Front. Struct. Civ. Eng. (2012) 6: 44. doi:10.1007/s11709-012-0138-x
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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.

Keywords

seismic slope displacementsintensity measuresempirical prediction

Copyright information

© Higher Education Press and Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  1. 1.Department of Civil and Environmental EngineeringHong Kong University of Science and TechnologyHong KongChina