BRISEGHELLA, BRUNO

BRISEGHELLA, BRUNO  

Dipartimento di Ingegneria "Enzo Ferrari"  

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Titolo Data di pubblicazione Autore(i) File
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 1-gen-2020 Lavorato, D.; Fiorentino, G.; Pelle, A.; Rasulo, A.; Bergami, A. V.; Briseghella, B.; Nuti, C.
A degrading bouc-wen data-driven model for the cyclic behavior of masonry infilled RC frames 1-gen-2021 Pelliciari, M.; Sirotti, S.; Di Trapani, F.; Briseghella, B.; Marano, G. C.; Nuti, C.; Tarantino, A. M.
A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements 1-gen-2020 Pelliciari, Matteo; Briseghella, Bruno; Tondolo, Francesco; Veneziano, Luigi; Nuti, Camillo; Greco, Rita; Lavorato, Davide; Tarantino, A. M.
A discrete bond law for precast panels systems without reinforcement 1-gen-2014 Briseghella, Bruno
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 1-gen-2019 Briseghella, Bruno
A probabilistic evaluation of an integral abutment bridge 1-gen-2016 Munoz, M.; Briseghella, B.; Xue, J.; Smaldini, P.; Nuti, C.
A RAPID REPAIR AND RETROFITTING INTERVENTION FOR SEISMIC DAMAGED CHINESE BRIDGE USING FIBER REINFORCED CONCRETE SHAPED REBAR AND EXTERNAL CFRP OR STEEL WRAPPING 1-gen-2016 Lavorato, D.; Bergami, A. V.; Nuti, C.; Briseghella, B.; Tarantino, A. M.; Santini, S.
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 1-gen-2015 Lavorato, D.; Nuti, C.; Santini, S.; Briseghella, B.; Xue, J.
A resilience-based model for the seismic assessment of the functionality of road networks affected by bridge damage and restoration 1-gen-2021 Rasulo, A.; Pelle, A.; Briseghella, B.; Nuti, C.
Adaptive form-finding method for form-fixed spatial network structures 1-gen-2018 Briseghella, Bruno
Advanced retrofitting techniques with hybrid use of carbon fibre and external post-tensioning: A case study 1-gen-2006 Siviero, E.; Briseghella, B.; Zordan, T.
An improved equivalent linear model of seismic isolation system with bilinear behavior 1-gen-2014 Liu, T.; Zordan, T.; Briseghella, B.; Zhang, Q.
An innovative steel-concrete joint for integral abutment bridges 1-gen-2015 Briseghella, B.; Zordan, T.
An iterative multilevel updating scheme for vibration-based damage assessment of a prestressed concrete girder bridge 1-gen-2020 He, L.; Reynders, E.; Deng, C.; Marano, G. C.; Briseghella, B.; De Roeck, G.
Analysis of dynamic characteristics of long-span railway extradosed bridge 1-gen-2020 Guo, W.; Briseghella, B.; Xue, J.; Luo, X.; Chen, Q.; Huang, F.
Analysis on applicability of health monitoring techniques on a curved cable stayed bridge 1-gen-2012 Briseghella, B; Chen, A; Li, X; Zordan, T; Lan, C; Mazzarolo, E
Analytical formulation for limit length of integral abutment bridges 1-gen-2011 Zordan, T.; Briseghella, B.; Lan, C.
Application of the incremental modal pushover analysis to bridges subjected to near-fault ground motions 1-gen-2020 Briseghella, Bruno
Application of topological optimization to bridge design 1-gen-2013 Briseghella, B.; Fenu, L.; Lan, C.; Mazzarolo, E.; Zordan, T.
Asynchronous earthquake strong motion and RC bridges response 1-gen-2018 Briseghella, Bruno