ASDEA - Advanced Structural Design And Analysis
ASDEA is an engineering company formed by academic researchers who have decades of significant experience in research and work in the international arena.
ASDEA Perú se dedica a desarrollar proyectos de cálculo estructural y de análisis avanzado de cualquier material (acero, concreto armado, madera, albañilería confinada) y tipología de estructura (edificios civiles y industriales, hospitales, puentes, etc.), de diseño geotécnico, de evaluación y adecuación estática y sísmica de estructuras existentes, de reforzamiento estructural, de aislamiento sí
09/08/2025
ASDEA is officially on summer break! ⛱️
Another year filled with hard work and exciting projects—now it’s time to celebrate and recharge! 🎉
We're taking a well-deserved break to relax, unwind, and soak up some sunshine.
We’ll be back on Monday, August 25th, full of energy and ready to dive into new challenges! 🚀
Until then, here’s a glimpse of our summer party—because great work starts with great people. 💛
Thank you for your continued support!
At ASDEA, we believe that innovation emerges where research, passion, and engineering converge. That’s why we enthusiastically support projects that tackle complex and stimulating challenges. ✨
Today, we’re proud to share the work of , MSc in Engineering, who conducted an in-depth study on soil-structure interaction for the Izmit Bay Bridge (Turkey) as part of her Master’s thesis at the Università degli Studi "Gabriele d'Annunzio". 🎓
👉 This project—supervised by Prof. Guido Camata (Professor at the Università degli Studi "Gabriele d'Annunzio" ASDEA partner), Dr. Massimo Petracca (co-advisor and ASDEA partner), and Dr. Davide Noè Gorini (co-advisor, University of Trento)—led to significant findings in the analysis of soil-structure interaction for large suspension bridges.
Using , our advanced structural analysis software, Francesca explored how geotechnical interaction critically influences the bridge’s static and dynamic response.
🔎 A key focus of the study was the innovative foundation system based on self-sinking caissons. Through nonlinear modeling—including contact constraints between the foundation and soil, and the application of a three-component earthquake—the simulation captured frictional effects between interacting components. The results reveal that a carefully calibrated level of friction can cause significant changes in the structural response, with increased relative displacements and a corresponding reduction in internal forces—particularly shear force, which may decrease by up to 60%.
➡️ This approach enables a detailed and realistic dynamic assessment, accounting for the mutual influence between soil and structure.
Today, Francesca is part of our team, bringing with her the same passion and curiosity that guided her throughout this project. 🚀
🎥 Watch the video of the model developed in STKO 👇
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