Cellular automata approach to durability analysis of concrete structures in aggressive environments F Biondini, F Bontempi, DM Frangopol, PG Malerba Journal of Structural Engineering 130 (11), 1724-1737, 2004 | 221 | 2004 |
Probabilistic service life assessment and maintenance planning of concrete structures F Biondini, F Bontempi, DM Frangopol, PG Malerba Journal of structural engineering 132 (5), 810-825, 2006 | 161 | 2006 |
Fuzzy reliability analysis of concrete structures F Biondini, F Bontempi, PG Malerba Computers & structures 82 (13-14), 1033-1052, 2004 | 152 | 2004 |
Performance indicators for structural systems and infrastructure networks M Ghosn, L Dueñas-Osorio, DM Frangopol, TP McAllister, P Bocchini, ... Journal of Structural Engineering 142 (9), F4016003, 2016 | 138 | 2016 |
Structural health monitoring of a cable-stayed bridge with Bayesian neural networks S Arangio, F Bontempi Structure and Infrastructure Engineering 11 (4), 575-587, 2015 | 117 | 2015 |
Genetic algorithms for the dependability assurance in the design of a long‐span suspension bridge L Sgambi, K Gkoumas, F Bontempi Computer‐Aided Civil and Infrastructure Engineering 27 (9), 655-675, 2012 | 114 | 2012 |
Estimation of fatigue life for long span suspension bridge hangers under wind action and train transit F Petrini, F Bontempi Structure and Infrastructure Engineering 7 (7-8), 491-507, 2011 | 65 | 2011 |
Reliability of material and geometrically non-linear reinforced and prestressed concrete structures F Biondini, F Bontempi, DM Frangopol, PG Malerba Computers & Structures 82 (13-14), 1021-1031, 2004 | 62 | 2004 |
Systemic approach for the maintenance of complex structural systems F Bontempi, K Gkoumas, S Arangio Structure and infrastructure engineering 4 (2), 77-94, 2008 | 60 | 2008 |
Optimal design of passive‐adaptive pendulum tuned mass damper for the global vibration control of offshore wind turbines G Bertollucci Colherinhas, F Petrini, MVG de Morais, F Bontempi Wind Energy 24 (6), 573-595, 2021 | 54 | 2021 |
Structural design and analysis of offshore wind turbines from a system point of view F Petrini, S Manenti, K Gkoumas, F Bontempi Wind Engineering 34 (1), 85-107, 2010 | 52 | 2010 |
Comparison of time domain techniques for the evaluation of the response and the stability in long span suspension bridges F Petrini, F Giuliano, F Bontempi Computers & structures 85 (11-14), 1032-1048, 2007 | 49 | 2007 |
Stress path adapting strut-and-tie models in cracked and uncracked RC elements F Bontempi, PG Malerba Structural Engineering and Mechanics 12 (6), 685-698, 2001 | 49 | 2001 |
Basis of design and numerical modeling of offshore wind turbines F Petrinia, H Li, F Bontempi Struct Eng Mech 36, 599-624, 2010 | 46 | 2010 |
Basis of design and expected performances for the Messina Strait Bridge F Bontempi Proceedings of the international conference on bridge engineering–challenges …, 2006 | 41 | 2006 |
Seismic response of a cable‐stayed bridge: active and passive control systems (Benchmark Problem) F Bontempi, F Casciati, M Giudici Journal of Structural Control 10 (3‐4), 169-185, 2003 | 40 | 2003 |
Numerical analyses for the structural assessment of steel buildings under explosions P Olmati, F Petrini, F Bontempi Structural Engineering and Mechanics 45 (6), 803-819, 2013 | 39 | 2013 |
Soft computing based multilevel strategy for bridge integrity monitoring S Arangio, F Bontempi Computer‐Aided Civil and Infrastructure Engineering 25 (5), 348-362, 2010 | 35 | 2010 |
Monte Carlo simulation for seismic analysis of a long span suspension bridge L Sgambi, E Garavaglia, N Basso, F Bontempi Engineering Structures 78, 100-111, 2014 | 34 | 2014 |
Structural integrity monitoring for dependability S Arangio, F Bontempi, M Ciampoli Structure and infrastructure Engineering 7 (1-2), 75-86, 2011 | 34 | 2011 |