Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 15 Number 1
Probabilistic seismic demand modeling of local level response parameters of an RC frame
Simulation of strong ground motion on near-fault rock outcrop for engineering purposes: the case of the city of Xanthi (northern Greece)
Cost assessment of isolation technique applied to a benchmark bridge with soil structure interaction
Dynamic vehicle–bridge interaction under simultaneous vertical earthquake excitation
Do mixed pier-to-deck connections alleviate irregularity of seismic response of bridges with unequal height piers?
Comprehensive nonlinear seismic ground response analysis of sensitive clays: case study—Leda clay in Ottawa, Canada
Non-linear static procedures applied to high-rise residential URM buildings
A geolithological approach to seismic site classification: an application to the Molise Region (Italy)
Effects of nonlinear soil–structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes
Damage detection of framed structures subjected to earthquake excitation using discrete wavelet analysis
A vector-valued ground motion intensity measure incorporating normalized spectral area
Assessment of one story existing precast industrial buildings in Turkey based on fragility curves
Assessment of the seismic capacity of mainshock-damaged reinforced concrete columns
Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios
Centrifuge testing to evaluate the liquefaction response of air-injected partially saturated soils beneath shallow foundations
Numerical analysis of the in-plane behaviour of three-leaf stone masonry panels consolidated with grout injection
Horizontally restrained rocking blocks: evaluation of the role of boundary conditions with static and dynamic approaches
A generalized algorithm framework for non-linear structural dynamics
Parametric analysis of the seismic response of coupled tunnel–soil–aboveground building systems by numerical modelling
Numerical modelling of the seismic response of a tunnel–soil–aboveground building system in Catania (Italy)