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Beam-to-Column Connections in Steel Structures Placed in Sesimic Areas, Characteristic for Structures with Tubular Columns
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Beam-to-Column Connections in Steel Structures Placed in Sesimic Areas, Characteristic for Structures with Tubular Columns
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Influence of Concrete Strength Class on the Plastic Hinges Location for a Reinforced Concrete Moment-Resisting Frame Structure with Consideration of the Horizontal Stiffening Effect of the Slab
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Static Non-Linear Analysis of an RC Moment Resisting Frame by Considering Different Values for the Longitudinal Reinforcement Ratio in the Columns
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The Influence of the RC Beams Cross Section on the Dissipative Seismic Response of a Moment Resisting RC Frame System
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