Central Office:
Bogaziçi University, Kandilli Observatory and Earthquake Research Insitute,
Çengelköy, Istanbul, TURKEY e-mail: eaee@eaee.org
Volume 17 Number 11
Bi-normalized Newmark–Hall spectra for seismic design and assessment
On the apparent viscosity of granular soils during liquefaction tests
Assessment of post-liquefaction consolidation settlement
Performance of vertical drains in liquefaction mitigation under structures
Influence of structure–foundation–soil interaction on ground motions recorded within buildings
Hysteretic cyclic response of “SDOF-embedded foundation” systems rocking on sand: an experimental study
Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests
Seismic response and damage of underground subway station in a slightly sloping liquefiable site
Introducing a response-based duration metric and its correlation with structural damages
Seismic performance of full-scale RC columns containing high proportion recycled aggregate
Correction to: Seismic performance of full-scale RC columns containing high proportion recycled aggregate
Damage identification of a reinforced concrete frame at increasing damage levels by sensitivity-based finite element model updating
A low-cycle fatigue approach to predicting shear strength degradation in RC joints subjected to seismic actions
Damping modification factor for elastic floor spectra
The shear pin strength of friction pendulum bearings (FPB) in simply supported railway bridges
Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments
Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels
Dissipative connections with U-shaped steel plate for braces of concentrically braced frames
Numerical modeling of high-strength steel composite K-eccentrically braced frames and spatial substructure hybrid simulation tests
Out-of-plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake
A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components
Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage