Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 18 Number 8
Ground motion models for the new seismic hazard model of Italy (MPS19): selection for active shallow crustal regions and subduction zones
Seismic soil–structure interaction analysis of structure with shallow foundation using response spectrum method
Modification of the data-driven period/height relationship for buildings located in seismic-prone regions such as Quito (Ecuador)
New insights from the Ölfus case study concerning the seismic performance of buried concrete wastewater pipes in the vicinity of a severe earthquake
Reliability-based seismic evaluation of buried pipelines subjected to earthquake-induced transient ground motions
Vulnerability assessment of RC buildings to lateral spreading
Experimental investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections
The seismic behaviour of RC exterior shear walls used for strengthening of intact and damaged frames
Definition of seismic performances and fragility curves of unanchored cylindrical steel legged tanks used in wine making and storage
A parametric study on out-of-plane instability of doubly reinforced structural walls. Part I: FEM predictions
Performance-based damage evaluation of hybrid joints
Seismic performance of composite joints between prefabricated steel-reinforced concrete columns and steel beams: experimental study
Experiments on cyclic performance of external diaphragm joints between CFDST columns and steel beams
2015 Nepal earthquake: seismic performance and post-earthquake reconstruction of stone in mud mortar masonry buildings
Seismic vulnerability assessment of masonry buildings in Banja Luka and Sarajevo (Bosnia and Herzegovina) using the macroseismic model
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates
Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls
Enhance seismic performance of self-centering concentrically braced frames by using hybrid systems
Activation control extension of a design method of fluid viscous dissipative bracing systems
An improved response surface method for fragility analysis of base-isolated structures considering the correlation of seismic demands on structural components