Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 21 Number 7
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey
A fault-based probabilistic seismic hazard model for Lebanon, controlling parameters and hazard levels
Engineering-oriented ground-motion model for Israel
A simulation-based regional ground-motion model for Western Turkiye
Local site effect of soil-rock ground: 1-g shaking table test
Soil-building resonance effect in the urban area of Villa d’Agri (Southern Italy)
A dynamic p–y model for piles embedded in cohesionless soils
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)
Multivariable fragility curves for unreinforced masonry walls
Influence of the anchorage shear hysteresis on the seismic response of nonstructural components in RC buildings
In-plane seismic performance of different infill wall systems in ductile reinforced concrete frames
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations
Seismic resilience of bridges isolated with traditional and geotechnical seismic isolation (GSI)
Experimental results of reinforced concrete frames with masonry infills with and without openings under combined quasi-static in-plane and out-of-plane seismic loading
Classifying buildings according to seismic vulnerability using Cluster-ANN techniques: application to the city of Murcia, Spain
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening
Seismic fragility estimation of cable-stayed bridges with various pylon shapes considering soil-pile interaction
Assessing residual deformation of bridge piers under bidirectional near-fault motions with forward directivity and fling-step
Seismic response characteristics and whiplash effect mechanism of continuous rigid-frame bridges subjected to near-fault ground motions