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Implications of site specific response analysis
(Springer, 2018)
Definition of design earthquake characteristics, more specifically uniform hazard acceleration response spectrum, on the ground surface is the primary component for performance based design of structures and assessment of ...
Effect of flexural demands in the leaner columns on the column buckling strength
(Earthquake Engineering Research Institute, 2018)
Leaner columns of steel frames are typically designed for axial load only and they are assumed not to contribute to the lateral stiffness of the system; however, a recent study revealed that under seismic loading leaner ...
Strip model for steel plate shear walls with beam-connected web plates
(National Technical University of Athens, 2019)
Steel plate shear walls (SPSWs) are a lateral force-resisting system in which thin infill plates (web plates) are connected to the boundary frame (i.e., beams and columns) along four edges. Despite shear buckling of thin ...
Relationship between response modification coefficient and displacement amplification factor for different seismic levels and site classes
(National Technical University of Athens, 2019)
Modern seismic design provisions allow structural systems to be designed for reduced forces, which are typically much smaller than the corresponding elastic design loads. This reduction in seismic loads is done by using ...
Evaluation of code provisions for seismic performance of unachored liquid storage tanks
(National Technical University of Athens, 2017)
Seismic performance of two unanchored liquid-storage tanks with tank diameter of 24.5 m and 36 m and operating liquid height of 12.2 m and 20.0 m, respectively were investigated using Coupled Eulerian-Lagrangian (CEL) and ...
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