18th Conference on Concrete, Athens March 29-31, 2018 The loading capacity assessment of the R/C structural system of the football stadium - south section in Serres is carried out and a strengthening intervention of its performance is proposed using steel profile encasements. The quality control, verified
Balkan Seminar on Earthquake Engineering, Sofia, Bulgaria October 6-7, 2011
Seminar of the Technical Chamber of the North-Eastern Aegean titled “Design and Construction of Pre-seismic reinforcement”, Chios October 16, 2009
Technical Chamber of Greece (TEE-TCG) Workshop: “Design and construction of pre-seismic strengthening”, Athens March 12-13, 2009
15th Conference for Concrete, Alexandroupolis October 25-27, 2006 In the paper are presented applications of high performance concrete. The applications refer to both new and existing structures including prefabrication of slender posts, beams prefabrication, composite slabs and structure strengthening by application of low thickness jackets with
15th Conference for Concrete, Alexandroupolis October 25-27, 2006 High Performance Concrete has seen extensive and successful use in many countries over the last decade. In Greece, the first steps towards the production of High Performance Concrete have been undertaken by the company AGET-Herakles, through a research project
15thConference for Concrete, Alexandroupolis October 25-27, 2006 In this project, we give examples for the application of high-performance fiber-reinforced concrete in the following cases: a) In new constructions: composite slabs, precast prestressed beams, construction of slender columns b) In the strengthening of existing structures: Increasing the ductility
2nd Hellenic Conference for Seismic Engineering and Seismology, Thessaloniki October 28-30, 2001 A simplified method for the preseismic evaluation of pilotis columns is proposed. The method considers the soft story mechanism and is based on elastoplastic analysis by use of the push over method. The
2nd Hellenic Conference for Seismic Engineering and Seismology, Thessaloniki October 28-30, 2001 In this paper the reliability of the Displacement Coefficient method (DCM) for the assessment of the response of structures under seismic action is examined. The approach is based on the dynamic time history analysis of
Seminar of the Technical Chamber of Cyprus, Nicosia June 2, 2001 In our earthquake resistant design our aim is to improve the mechanic behavior of the structure. This improvement mainly concerns three areas: - Reduction of total deformations (elastic and mainly inelastic) - Reduction of the inertial