Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 15 Number 11
Assessing seismic hazard of the East African Rift: a pilot study from GEM and AfricaArray
Stochastic source, path and site attenuation parameters and associated variabilities for shallow crustal European earthquakes
Systematic source, path and site effects on ground motion variability: the case study of Northern Italy
Comparison of PSH results with historical macroseismic observations at different scales. Part 1: methodology
Comparison of PSH results with historical macroseismic observations at different scales. Part 2: application to South-East France
An effective approach for simulating multi-support earthquake underground motions
Three-dimensional simulations of strong ground motion in the Sichuan basin during the Wenchuan earthquake
Toward an empirical ground motion prediction equation for France: accounting for regional differences in the source stress parameter
Urban modifiers of seismic vulnerability aimed at Urban Zoning Regulations
Sensitivity analysis of seismic performance assessment and consequent impacts on loss analysis
Parametric sensitivity study on regional seismic damage prediction of reinforced masonry buildings based on time-history analysis
A LiDAR-aided urban-scale assessment of soil-structure interaction effects: the case of Kalochori residential area (N. Greece)
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa
Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure
Dry-jointed precast concrete frame on rocking or fixed footings under cyclic lateral loading
Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles
Structural behavior of buried pipe bends and their effect on pipeline response in fault crossing areas
Effect of the damper property variability on the seismic reliability of linear systems equipped with viscous dampers