Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 16 Number 11
Determination of source, path and site parameters based on non-linear inversion of accelerometric data in Greece
Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
Historical intermediate-depth earthquakes in the southern Aegean Sea Benioff zone: modeling their anomalous macroseismic patterns with stochastic ground-motion simulations
Threshold seismic energy and liquefaction distance limit during the 2008 Wenchuan earthquake
Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests
On the number of required response history analyses
Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns
An adaptive modal pushover analysis procedure (VMPA-A) for buildings subjected to bi-directional ground motions
Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars
Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure
Extension of the effective modal seismic design method to generally irregular RC wall structures
Generating damping modification factors after artificial inputs in scenarios of local records scarcity
A three-dimensional drift pushover method for unsymmetrical plan buildings
An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures
A statistical assessment on global drift ratio demands of mid-rise RC buildings using code-compatible real ground motion records
Eccentric installation of splice plates for compressive strength improvement of rectangular hollow section braces
Seismic performance of modular steel frames equipped with shape memory alloy braces
Nonlinear modeling of cyclic response of RC beam–column joints reinforced by plain bars
Seismic response and energy dissipation of 3D complex steel buildings considering the influence of interior semi-rigid connections: low- medium- and high-rise
A novel non-iterative direct displacement-based seismic design procedure for self-centering buckling-restrained braced frame structures
Sliding channel cladding connections for precast structures subjected to earthquake action
An optimum model reference adaptive control algorithm for smart base-isolated structures
Copula-based seismic fragility assessment of base-isolated structures under near-fault forward-directivity ground motions