Details
Title
Lignos, Dimitrios
Sciper ID
265223
Publications
A practical method for seismic retrofit of tall buildings with supplemental damping
Closure to "Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols" by Yusuke Suzuki and Dimitrios G[...]
Comparison of Seismic Design Requirements for Steel Moment Resisting Frames with Emphasis on Stability of Columns in North America, New Zealand, [...]
Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems
Experimental Investigation of Instability-Free Welded Moment Connections With Simplified Weld Details
Experimental Investigation of the Hysteretic Behavior of Wide-Flange Steel Columns under High Axial Load and Lateral Drift Demands
Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces
Multi-Directional Structural Component Hybrid Testing System for the Assessment of the Seismic Response of Steel I-Shaped Columns
Proposed Panel Zone Model for Beam-To-Column Joints in Steel Moment Resisting Frames
Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering
See complete list of publications (170)
Closure to "Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols" by Yusuke Suzuki and Dimitrios G[...]
Comparison of Seismic Design Requirements for Steel Moment Resisting Frames with Emphasis on Stability of Columns in North America, New Zealand, [...]
Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems
Experimental Investigation of Instability-Free Welded Moment Connections With Simplified Weld Details
Experimental Investigation of the Hysteretic Behavior of Wide-Flange Steel Columns under High Axial Load and Lateral Drift Demands
Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces
Multi-Directional Structural Component Hybrid Testing System for the Assessment of the Seismic Response of Steel I-Shaped Columns
Proposed Panel Zone Model for Beam-To-Column Joints in Steel Moment Resisting Frames
Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering
See complete list of publications (170)
Use for
Lignos, Dimitrios G.
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