Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 22 Number 2
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method
Seismic site effect models for the Turkiye-Izmir-Bayrakli Basin
Critical issues in nonlinear modeling of reinforced concrete buildings: code-compliant modeling approaches and the 2015 E-defense shake table tests on a full-scale 10-story building
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames
Seismic loss assessment for regional building portfolios considering empirical seismic vulnerability functions
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach
Quasi-X-braced steel moment frames (QXB-MFs) evaluation using analytical and numerical methods
Seismic behaviour of reinforced-masonry aggregate under different types of interaction between adjacent dwellings
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach
Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions
Correction: Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges
Correction: Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges
Correction: A dynamic p–y model for piles embedded in cohesionless soils
Correction: Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis