Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 20 Number 1
A wavelet-based approach for truncating pulse-like records
Liquefaction potential for the Kathmandu Valley, Nepal: a sensitivity study
Correction to: Liquefaction potential for the Kathmandu Valley, Nepal: a sensitivity study
Influence of structure on the aseismic stability and dynamic responses of liquefiable soil
Seismic behaviour of piles in non-liquefiable and liquefiable soil
Influence of depth of liquefiable soil layer on dynamic response of pile group subjected to vertical load
Correction factors for GMMs considering site and topographic effects in South Korea
3D physics-based seismic shaking scenarios for city of Zagreb, Capital of Croatia
Regional based exposure models to account for local building typologies
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios
Incorporating dwelling mounds into induced seismic risk analysis for the Groningen gas field in the Netherlands
Macroseismic risk classification of historical constructions: the LEXSIS approach
Correction to: Macroseismic risk classification of historical constructions: the LEXSIS approach
Seismic performance of strengthened masonry structures: actual behaviour of buildings in Norcia and Campi Alto during the 2016 Central Italy seismic sequence
Force–displacement relationship modelling of masonry infill walls with openings in hinged steel frames
Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure
Multivariate analysis of regular and irregular RC bridges and characterization of earthquake behaviour according to stiffness-based indexes
Resilience-based seismic design optimization of highway RC bridges by response surface method and improved non-dominated sorting genetic algorithm
Seismic limit states of the components in reinforced concrete integral abutment bridges
Seismic response of a non-ductile RC frame building subjected to shake-table excitations
A practical design approach to bolted end-plate vertical-slits RWS connection
Energy-based method to design hysteretic bracings for the seismic rehabilitation of low-to-medium rise RC frames
Amplification in maximum isolator displacement of an LRB isolated building due to mass eccentricity