Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 19 Number 6
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons
Wave velocities depending on shear strain, directionality, and excess pore water pressure from wildlife liquefaction array
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures
Correction to: Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey
Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences
Influence of time-dependent seismic hazard on structural design
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties
Required time gap between mainshock and aftershock for dynamic analysis of structures
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake
Inelastic response of cable-stayed bridges subjected to non-uniform motions
Performance-based seismic design of multi-story CBFs equipped with SMA-friction damping braces