Zobrazeno 1 - 10
of 1 059
pro vyhledávání: '"Settore ICAR/09 - Tecnica delle Costruzioni"'
Autor:
Güner, Tuğberk
Industrial process plants and power plants are crucial components of modern infrastructures, playing a pivotal role in sustaining communities through the provision of essential goods and services. These facilities contain critical equipment and struc
Externí odkaz:
https://hdl.handle.net/11572/416791
Autor:
Iunio Iervolino, Roberto Baraschino, Andrea Belleri, Donatello Cardone, Gaetano Della Corte, Paolo Franchin, Sergio Lagomarsino, Gennaro Magliulo, Andrea Marchi, Andrea Penna, Luciano R.S. Viggiani, Alessandro Zona
Publikováno v:
Journal of Earthquake Engineering. :1-34
Publikováno v:
Procedia Structural Integrity. 44:1925-1932
The most recent design strategies welcome the adoption of innovative techniques for seismic energy input mitigation, aiming to achieve high dissipation capacity, prevent the structure from collapse and ensure the serviceability of the construction. F
Publikováno v:
Procedia Structural Integrity. 44:1909-1916
Low-damage design of structures in seismic-prone areas is becoming an efficient strategy to obtain "earthquake-proof" buildings, i.e. buildings that, even in the case of severe seismic actions, experience a low or negligible amount of damage. Besides
Publikováno v:
Procedia Structural Integrity. 44:1014-1021
Autor:
Castelli, Simone, Belleri, Andrea, Graziosi, Luca Rota, Locatelli, Lorenzo, Zirpoli, Adalgisa, Svaluto, Gabriele
Publikováno v:
Procedia Structural Integrity. 44:846-853
Publikováno v:
Procedia Structural Integrity. 44:1006-1013
Autor:
Danesi, Luca, Castelli, Simone, Bosio, Marco, Rota, Luca, Marini, Alessandra, Riva, Paolo, Belleri, Andrea
Publikováno v:
Procedia Structural Integrity. 44:838-845
Publikováno v:
Bulletin of Earthquake Engineering. 20:7983-8009
The loss of support of beam elements in Italian precast buildings is one of the main vulnerabilities recorded in past earthquakes. The reason for beam falling is due to the absence of adequate structural details in the beam-column joints, which were