Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 16 Number 5
A reliable computerized litho-morphometric model for development of 3D maps of Topographic Aggravation Factor (TAF): the cases of East Mountain (Utah, USA) and Port au Prince (Haiti)
Spatial variability of earthquake ground motions at the dam–foundation rock interface of Saint Guérin: experimental and numerical investigations
Physically based ground motion prediction and validation: a case study medium-size magnitude Marmara Sea earthquakes
Effects of site geometry on short-distance spatial coherency in Argostoli, Greece
Modelling correlation between Gutenberg–Richter parameters a and b in PSHA
Approximate recovery of residual displacement from the strong motion recordings of the 24 August 2016 Amatrice, Italy earthquake
Correction to: Approximate recovery of residual displacement from the strong motion recordings of the 24 August 2016 Amatrice, Italy earthquake
An empirical approach of accounting for the amplification effects induced by near-fault directivity
Anatomy of sigma of a global predictive model for ground motions and response spectra
Correction to: Anatomy of sigma of a global predictive model for ground motions and response spectra
3D dynamic analysis of the soil–foundation–superstructure system considering the elastoplastic finite deformation of both the soil and the superstructure
In-plane cyclic tests of seismic retrofits of rubble-stone masonry walls
Innovative timber building systems: comparative testing and modelling of earthquake behaviour
Improved design of drilled flange (DF) moment resisting connection for seismic regions
Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction
Shear modelling of the beam-column joint in the nonlinear static analysis of r.c. framed structures retrofitted with damped braces
Seismic assessment of existing precast structures with dry-friction beam-to-column joints
Shake table test of a full-scale four-story reinforced concrete structure and numerical representation of overall response with modified IMK model
Probabilistic assessment of structures considering the effect of cumulative damage under seismic sequences
Correction to: Probabilistic assessment of structures considering the effect of cumulative damage under seismic sequences
Performance assessment of multi-column RC bridge bents seismically retrofitted with buckling-restrained braces