Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 19 Number 1
Correction to: Magnetic damped links to reduce internal seismic pounding in base‑isolated buildings
Behavior factor of concrete portal frames with dissipative devices based on carbon-wrapped steel tubes
Seismic effectiveness and robustness of tuned mass dampers versus nonlinear energy sinks in a lifecycle cost perspective
Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time
Seismic stability assessment of an ancient dry stone defensive wall Konstantinos
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building
Impact of ground floor openings percentage on the dynamic response of typical Dutch URM cavity wall structures
Influence of the constructive features of RC existing buildings in their ductility and seismic performance
In-plane and out-of-plane seismic damage of masonry infills in existing r.c. structures: the case study of De Gasperi-Battaglia school in Norcia
InvestigatInvestigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs
Numerical analysis of special concentric braced frames using experimentally-validated fatigue and fracture model under short and long duration earthquakes
Analytical parameters for equal mode damping ratio inducing TMDs for seismic response reduction
Performance evaluation of buckling-restrained braced frames under repeated earthquakes
Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation
Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls
Seismic risk assessment of on-ground circular reinforced concrete and prestressed concrete water tanks using stochastic ground motion simulations
Assessment of hysteretic damping in reinforced concrete structures using local hinge characteristics
Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis
Model errors caused by rigid-foundation assumption in soil-structure interaction: a comparison of responses of a soil-structure-flexible foundation system and a rigid foundation system
Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction
Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations
On how the ergodic assumption influences seismic risk