Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 18 Number 3
Which is a better proxy, site period or depth to bedrock, in modelling linear site response in addition to the average shear-wave velocity?
Ground motion amplification atop the complex sedimentary basin of Haifa Bay (Israel)
Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities
The ratio of response spectra from seismic-type free-field and building foundation vibrations: the influence of rockburst parameters and simple models of kinematic soil-structure interaction
Revising seismic behaviour factors for reinforced concrete bridge design in the longitudinal direction using multi-objective evolutionary algorithms
Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines
Analytical and numerical seismic assessment of heritage masonry towers
Collapse shake-table testing of a clay-URM building with chimneys
Collapse and damage to vernacular buildings induced by 2012 Emilia earthquakes
Shaking table tests of granite cladding with dowel pin connection
Design and development of low-cost HDRBs seismic isolation of structures