Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 15 Number 4
BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region
Comment to “BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region”
Reply to “Comment to BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region” by Carlo Cauzzi and Ezio Faccioli
Behaviour of model pile foundations under dynamic loads in saturated sand
Seismic assessment of existing RC buildings under alternative ground motion ensembles compatible to EC8 and NTC 2008
Seismic analysis and investigation of damage mechanism of 57th infantry regiment memorial using finite-discrete element method
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake
Seismic damage assessment of multi-story lightweight concrete frame buildings reinforced with glass-fiber rods
Probabilistic mechanics-based loss scenarios for school buildings in Basel (Switzerland)
A comprehensive study on the seismic response of one-storey asymmetric systems
Amplification factors for design of nonstructural components considering the near-fault pulse-like ground motions
Effects of control-structure interaction in active mass driver systems with electric torsional servomotor for seismic applications
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures
Numerical modelling and fragility assessment of typical freestanding building contents
Efficiency of alternative intensity measures for the seismic assessment of monolithic free-standing columns
Experimental tests and numerical analysis of corner connections bent about their axis in lightly reinforced concrete panels cast with wood block system
Estimation of repair costs for RC and masonry residential buildings based on damage data collected by post-earthquake visual inspection
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches
A methodology to determine the response modification factor for probabilistic performance-based design
Experimental investigation on the influence of silicone sealant on the seismic behaviour of precast façades
Reshaping structural hysteresis response with semi-active viscous damping
Dynamics of inelastic base-isolated structures subjected to recorded ground motions