A design spectrum model for flexible soil sites in regions of low-to-moderate seismicity

TY - JOUR

T1 - A design spectrum model for flexible soil sites in regions of low-to-moderate seismicity

AU - Tsang, H. H.

AU - Wilson, J. L.

AU - Lam, N. T.K.

AU - Su, R. K.L.

N1 - Publisher Copyright: © 2016 Elsevier Ltd

PY - 2017/1/1

Y1 - 2017/1/1

N2 - Design spectrum (DS) models in major codes of practice for structural design of buildings typically stipulate empirical site factors for each of the five, or six, site classes. Although the phenomenon of resonant like amplification behaviour of the structure caused by multiple wave reflections is well known, the potentials for such periodic amplification behaviour are not explicitly considered in code models. This is partly because of expert opinion that such effects are very “localised” in the frequency domain and can be suppressed readily by damping. However, investigations into the risk of collapse of non-ductile, and irregular structural systems, common in regions of low-to-moderate seismicity, revealed the extensive influence of periodic base excitations on flexible soil sites (with initial small-strain natural period Ti >0.5 s). In this paper, an alternative DS model which addresses the important phenomenon of soil resonance without the need of computational site response analysis of the subsurface model of the site is introduced.

AB - Design spectrum (DS) models in major codes of practice for structural design of buildings typically stipulate empirical site factors for each of the five, or six, site classes. Although the phenomenon of resonant like amplification behaviour of the structure caused by multiple wave reflections is well known, the potentials for such periodic amplification behaviour are not explicitly considered in code models. This is partly because of expert opinion that such effects are very “localised” in the frequency domain and can be suppressed readily by damping. However, investigations into the risk of collapse of non-ductile, and irregular structural systems, common in regions of low-to-moderate seismicity, revealed the extensive influence of periodic base excitations on flexible soil sites (with initial small-strain natural period Ti >0.5 s). In this paper, an alternative DS model which addresses the important phenomenon of soil resonance without the need of computational site response analysis of the subsurface model of the site is introduced.

KW - Code

KW - Design spectrum

KW - Displacement

KW - Resonance

KW - Site factor

KW - Soil amplification

UR - https://www.scopus.com/pages/publications/84992034550

U2 - 10.1016/j.soildyn.2016.09.035

DO - 10.1016/j.soildyn.2016.09.035

M3 - Article

AN - SCOPUS:84992034550

SN - 0267-7261

VL - 92

SP - 36

EP - 45

JO - Soil Dynamics and Earthquake Engineering

JF - Soil Dynamics and Earthquake Engineering

ER -