Filippo Catanzariti (04-06-1969 Calabria, Italy) is an engineer, buisnessman, and computer programmer.
He graduated in civil engineering at the University of Calabria (UNICAL) with a thesis entitled "Programma di calcolo per l’analisi della stabilità dei pendii con metodi numerici avanzati” (Calculation program for the analysis of slope stability with advanced numerical methods).
From 1996-1999 he worked as an analyst and software developer specialized in algorithms and development in the main programming languages: pascal, vb, fortran, visual c ++ and in the web full stack developer.
In 1999 he founded Geostru, the well-known international software company, for which he produced hundreds of software and sophisticated analysis algorithms.
Maturing experience in: advanced mathematical models 2D / 3D and graphics programming with OpenGL and DirectX.
Between 2000-2014 he was co-supervisor of numerous degree theses and author of technical articles published by Ingenium Edizioni.
Between 2014-2019 he published articles in international technical journals and coordinated important university research projects.
Since 2014 he is a member of: AGI, ISRM, ISSMGE, AGI-IGS and certificate of AGS (Association of Geotechnical & Geoenvironmental Specialists).
Since 2016 he works as analyst, software developer, consultant for insourcing (SC ENGSOFT) and outsourcig activities for important international companies, in the European Silicon Valley, Cluj Napoca.
Perfiles topográficos y planos acotados online Con Geostru MAPS se pueden realizar modelos digitales del terreno, perfiles altimétricos y planos acotados, directamente de mapas online y con unos cuantos clics. Una vez asignados los puntos mediante el comando Point; en Calculation es posible encontrar la elevación del punto, Trazar la sección topográfica (perfil altimétrico), modificar numéricamente…
The limit state for liquefaction triggering is obtained using a neural network-based searching technique developed by Juang et al. 2000b. The technique involves the training of supervised feed-forward neural networks with the “full” database of case histories and its subsets or samples. The successfully trained neural network that generates the most accurate input–output relationship is adopted in the subsequent step for searching…
Licuefacción y ensayos penetrométricos estáticos El ensayo penetrométrico estático (CPT) es una técnica de investigación muy utilizada por motivos de costos y tiempos. Si bien el uso del penetrómetro eléctrico (CPTe) se comienza a difundir, muchas bases de datos geotécnicos ya existentes contienen prevalentemente los resultados de ensayos de tipo mecánico (CPTm). Los bancos de…
1. Charge limite d’un élément de fondation Qu Qu = Qpu + Qsu 1.1 Effort mobilisable sous la pointe Qpu Qpu= A·qu ou Qpu=ρp ·A·qu – A : section de la pointe – ρp : coefficient réducteur (cas de pieux ouverts, H, palplanches) – qu : contrainte de rupture : qu=kp· Ple* Fig 2. Schéma…