A New Rate-Dependent Constitutive Model of Superelastic Shape Memory Alloys and Its Simple Application in a Special Truss Moment Frame Simulation von Ntina, Maria I., Sophianopoulos, Dimitris S.

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Investigation of the Seismic Performance of a Multi-Story, Multi-Bay Special Truss Moment Steel Frame with X-Diagonal Shape Memory Alloy Bars von Sophianopoulos, Dimitrios S., Ntina, Maria I.

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Dynamic response of cable-stayed bridges due to sudden failure of stays: the 3D problem von Michaltsos, George T., Sophianopoulos, Dimitrios S., Avraam, Tassos P.

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Dipolar gradient elasticity of cables von Giannakopoulos, Antonios E., Petridis, Stylianos, Sophianopoulos, Dimitrios S.

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Steel beam-to-column RBS connections with European profiles: I. Static optimization von Sophianopoulos, Dimitrios S., Deri, Agoritsa E.

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Investigation of the seismic performance of a single story – Single bay special truss moment frame with SMAs incorporated von Sophianopoulos, Dimitrios S., Ntina, Maria I.

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Curved beams with circular cross‐sections under pure in‐plane bending von Sophianopoulos, Dimitrios S., Michaltsos, George T.

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Steel Beam-to-Column RBS Connections: FEM Analysis under Cyclic Loading von Sophianopoulos, Dimitrios S., Deri, Agoritsa E.

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05.41: A unified catastrophe theory approach for the in‐plane buckling of steel arches under point gravitational loading von Pantazi, Vasiliki S., Sophianopoulos, Dimitrios S.

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Stability Analysis of a Single-Degree-of Freedom Mechanical Model with Distinct Critical Points: I. Bifurcation Theory Approach von Sophianopoulos, Dimitrios S.

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In-plane stability of uniform steel beam-columns on a Pasternak foundation with zero end-shortening von Sophianopoulos, Dimitrios S., Papachristou, Konstantinos S.

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Stability Analysis of a SDOF Mechanical Model with Distinct Critical Points: II. Catastrophe Theory Approach von Sophianopoulos, Dimitrios S., Pantazi, Vasiliki S.

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Investigation of the Seismic Performance of a Special Truss Moment Frame with SMAs Incorporated von Ntina, Maria, Sophianopoulos, Dimitrios

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11.55: Development of a 2‐dof model simulating the dynamic response of special truss moment frames with shape memory alloy bars as dissipation devices in the special segment von Ntina, Maria, Sophianopoulos, Dimitrios, Tsopelas, Panos

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