Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 20 Number 8
Site specific probabilistic seismic hazard model for Isfahan, Iran: estimates and uncertainties
Liquefied sites of the 2012 Emilia earthquake: a comprehensive database of the geological and geotechnical features (Quaternary alluvial Po plain, Italy)
Seismic performance assessment of wall-type gravel and rubber drains in liquefaction mitigation of sands
Effects of magnitude and distance on spectral and pseudospectral acceleration proximities for high damping ratio
Seismic characterization of Iranian strong motion stations in Kermanshah province (Iran) using single-station Rayleigh wave ellipticity inversion of ambient noise measurements
Optimization of the structural coupling between RC frames, CLT shear walls and asymmetric friction connections
Compressive performance of circular hollow section brace with eccentrically installed rib-stiffened splice plates
Nonlinear numerical parametric study of the number and arrangement of dowels connecting the wall to the bounding frame for the seismic strengthening of RC frames with RC infill walls
Rope mesh as a seismic reinforcement for two-storey adobe buildings
Extent and hierarchy of seismic induced inelastic demands in the substructure system of bridges on piled foundation crossing waterways
Seismic behaviour of cross vaults with different brick pattern
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures
Shake table tests of concrete anchors for non-structural components including innovative and alternative anchorage detailing
Rapid earthquake loss updating of spatially distributed systems via sampling-based bayesian inference
Flat slabs as primary seismic elements in second-generation Eurocode 8
Performance of confined masonry buildings in November 2017, Sarpole Zahab earthquake (Mw = 7.3), Iran
Census-based typological usability fragility curves for Italian unreinforced masonry buildings
Seismic vulnerability of historic brick masonry buildings in Vienna
An empirical seismic vulnerability model
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads
Experimental study of seismic torsional behavior of reinforced concrete walls
Suppression of the torsional irregularity of high-rise buildings using viscous wall dampers
In-plane retrofitting of masonry structures by using GFRP strips in the bedjoints