Titlebook: Earthquake Engineering in Europe; Mihail Garevski,Atilla Ansal Book 2010 Springer Science+Business Media B.V. 2010 Earthquake.Emergency ma

平靜生活

占卜者

Effects of Non-plastic Fines on Liquefaction Resistance of Sandy Soilsance are re-interpreted and presented in a form allowing direct evaluation of the influence of fines on the liquefaction resistance. The paper shows that the effects of fines on liquefaction resistance observed in the laboratory and those derived from field-based correlations are consistent.

fringe

grounded

Non Linear Soil Structure Interaction: Impact on the Seismic Response of Structuresamage parameters describing both the maximum and the residual response of the system. The results highlight the beneficial role of foundation non linearities in decreasing the ductility demand in the superstructure but point out the need to carefully assess the variability of the response when non linearity is allowed at the foundation design.

BLOT

Incumbent

Peak-Bone-Mass

Open Issues in the Seismic Design and Assessment of Bridgeshasis on the scope of nonlinear static methods and to the problems related to the selection of the input for dynamic analysis; Soil-foundation-structure interaction and non uniform support input, representing two controversial issues that may be mature for an inclusion in routine bridge analysis.

Hiatus

浪蕩子

1573-6059 First Ambraseys Distinguished Award Lecture given by Prof. Theo P. Tassios in the honor of Prof. Nicholas N. Ambraseys..The aim is to present the curr978-94-024-0527-9978-90-481-9544-2Series ISSN 1573-6059 Series E-ISSN 1872-4671

badinage

Seismic Engineering of Monumentsficity of each Monument. To this end, the contribution includes comments on monumentic Values and performance requirements, and emphasizes the need for an institutionalization of levels of importance, levels of visitability and of acceptable damage-levels for all monuments of each Country, as a basi