Site Effects and Design Provisions: The Case of Euroseistest |
| |
Authors: | K. Makra D. Raptakis F. J. Chávez-García K. Pitilakis |
| |
Affiliation: | Department of Civil Engineering, Aristotle University of Thessaloniki, P.O.B. 450, GR-54006 Thessaloniki, Greece. E-mail: makra@evripos.civil.auth.gr, GR Department of Civil Engineering, Aristotle University of Thessaloniki, P.O.B. 450, GR-54006 Thessaloniki, Greece. E-mail: raptakis@evripos.civil.auth.gr, GR Instituto de Ingeniería, UNAM, Apdo. Postal 70-472, Coyoacán, 04510 México, D.F. México E-mail: paco@hermes.iingen.unam.mx, MX Department of Civil Engineering, Aristotle University of Thessaloniki, P.O.B. 450, GR-54006 Thessaloniki, Greece. E-mail: pitilakis@evripos.civil.auth.gr, GR
|
| |
Abstract: | —?Modern seismic codes usually include provisions for site effects by considering different coefficients chosen on the basis of soil properties at the surface and an estimate of the depth of bedrock. However, complex local geology may generate site amplification on soft soils significantly larger than what would be expected if we assume that the subsoil consists of plane soil layers overlaying a homogeneous half-space. This paper takes advantage of the large number of previous studies of site effects done at Euroseistest (northern Greece). Those studies have supplied a very detailed knowledge of the geometry and properties of the materials filling this shallow valley. In this paper we discuss the differences between site effects evaluated at the surface using simple 1-D computations and those evaluated using a very detailed 2-D model of the subsoil structure. The 2-D model produces an additional amplification in response spectra that cannot be accounted for without reference to the lateral heterogeneity of the valley structure. Our numerical results are extensively compared with observations, which show that the additional amplification computed from the 2-D model is real and affects by a significant factor response spectra, and thus suggests that some kind of aggravation factor due to the complexity of local geology is worthy of consideration in microzonation studies and seismic codes. |
| |
Keywords: | |
本文献已被 SpringerLink 等数据库收录! |
|