Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 15 Number 12
Earthquake risk assessment, Fourth Professor Nicholas Ambraseys Lecture
Recent developments for the seismic risk assessment
Assessment of paleoseismic shaking that caused a sand blow at Fort Dorchester, SC
Analysis of damage mechanisms suffered by Italian fortified buildings hit by earthquakes in the last 40 years
Seismic performance of RC buildings during the MW7.8 Muisne (Ecuador) earthquake on April 2016: field observations and case study
Probabilistic assessment of the vulnerability of reinforced concrete buildings subjected to earthquake induced landslides
Critical orientation of earthquake loading for building performance assessment using lateral force analysis
Generalized force vectors for multi-mode pushover analysis of bridges
Analysis of the seismic behavior of classical multi-drum and monolithic columns
Theoretical approaches for modelling buckling effects in rebars of RC members
Shaking table test on a full scale URM cavity wall building
Realistic behavior of infilled steel frames in seismic events: experimental and analytical study
Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic response
Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature
Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil
Experimental and numerical investigation of the seismic response of precast wall connections
Advances in rocking core-moment frame analysis
Robustness of multi-mode control using tuned mass dampers for seismically excited structures
Discussion on “Array-derived rotational seismic motions: revisited”
Reply to: discussion on “Array-derived rotational seismic motions: revisited” by Basu et al.
Erratum to: A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV) and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East