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A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

M.N.Fardis, F.Filippou. 1996. Frame Members in Bending with or without Axial Force. RC Frames under Earthquake Loading. Bull. No. 231:1-102.

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First international distributed test

November 16, 2013

The first international hybrid test was conducted in November between the Structures Laboratory (UPAT), the University of Thessaloniki (AUTH) and the University of Toronto.

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First hybrid test between two research teams in Greece

November 8, 2013

The first hybrid test between two research teams in Greece was conducted in November between the Structures Laboratory (UPAT) and the University of Thessaloniki (AUTH).

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Strengthening of masonry infilled RC frame with Textile-Reinforced Mortar (TRM) - Completion of the experimental campaign

November 8, 2013

A second 3-storey masonry-infilled frame was tested within the HERAKLEITOS project.

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Material from workshop on Earthquake Engineering Research Infrastructures now available

June 11, 2013

A three-day international workshop on Earthquake Engineering Research Infrastructures was organised within the framework of the European project SERIES.

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Cyclic test of three-storey masonry-infilled RC frame

April 8, 2013

Within the HERAKLEITOS project a 3-storey masonry-infilled frame was tested under cyclic loading.

The 2/3-scale specimen serves as a Control specimen. A twin one will be strengthened with Textile-Reinforced Mortar and will be tested under the same loading conditions.

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Hybrid testing at Strulab

March 8, 2013

Preparations for a geographically distributed test are underway within EXCHANGE-SSI. The multispan bridge structure is partitioned in sub-structures and a software platform (UI-Simcor) is used to solve the equations of motion and coordinate the test sending displacement commands to the substructures (“modules”).

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Pseudo-dynamic distributed tests between UPAT and UNITN

February 14, 2013

Within the SERIES project a distributed hybrid simulation test was conducted between University of Patras (UPAT) and University of Trento (UNITN) on a Split-Mass S-DoF system. The architecture of the implemented experimental framework was based on MatLAB and OpenFRESCO (Open-source Framework for Experimental Setup and Control).

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