Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 19 Number 11
Indicators for site characterization at seismic station: recommendation from a dedicated survey
Correction to: Indicators for site characterization at seismic station: recommendation from a dedicated survey
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–1
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles
Probabilistic assessment of seismic-induced slope displacements: an application in Italy
Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings
Seismic fragility analysis of transmission towers considering effects of soil-structure interaction and depth-varying ground motion inputs
Residual bending bearing capacity assessment of reinforced concrete column under cyclic loading based on fiber-beam element
Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes
Impact of vulnerability assumptions and input parameters in urban seismic risk assessment
Evolution of the seismic vulnerability of masonry buildings based on the damage data from
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels
Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings
Correction to: Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
Evaluation of optimal FVDs for inter-storey isolation systems based on surrogate performance models
Seismic behavior of structures equipped with variable friction dissipative (VFD) systems
Correction to: An improved cable-cylinder bracing system with quarter-ring yielding devices for seismic retrofit of steel moment frames