Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 16 Number 2
Basin effects on ground motion: the case of a high-resolution experiment in Cephalonia (Greece)
A new energy-based ground motion selection and modification method limiting the dynamic response dispersion and preserving the median demand
Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures
Joint deconvolution of building and downhole seismic recordings: an application to three test cases
A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings
Correction to: A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings
Effect of coupling excess pore pressure and soil deformation on nonlinear SSI in liquefiable soil deposits
Behaviour of steel cushions subjected to combined actions
Performance-based assessment of an innovative braced tube system for tall buildings
Overstrength of dowelled CLT connections under monotonic and cyclic loading
Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM
Seismic behaviour of timber-laced stone masonry buildings before and after interventions: shaking table tests on a two-storey masonry model
Seismic performance and damage incurred by monolithic concrete self-centering rocking walls under the effect of axial stress ratio
Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability
A rapid seismic safety assessment method for mid-rise reinforced concrete buildings
Modified capacity design rule for columns in tall steel MRFs with linear viscous dampers within the framework of Eurocode 8
Numerical insights on the seismic behavior of a non-isolated historical masonry tower
Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems
Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices
On time-domain uncoupled analyses for offshore wind turbines under seismic loads
Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings