| Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies G Milani, R Shehu, M Valente Construction and Building Materials 147, 239-263, 2017 | 59 | 2017 |
| A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods G Milani, R Shehu, M Valente Engineering Structures 160, 212-228, 2018 | 57 | 2018 |
| Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches G Milani, R Shehu, M Valente Bulletin of Earthquake Engineering 15, 1707-1737, 2017 | 56 | 2017 |
| Implementation of pushover analysis for seismic assessment of masonry towers: Issues and practical recommendations R Shehu Buildings 11 (2), 71, 2021 | 22 | 2021 |
| Seismic assessment of masonry towers by means of nonlinear static procedures G Milani, R Shehu, M Valente Procedia engineering 199, 266-271, 2017 | 16 | 2017 |
| Preliminary assessment of the seismic vulnerability of three inclined bell-towers in Ferrara, Italy R Shehu International Journal of Architectural Heritage 16 (4), 485-517, 2022 | 14 | 2022 |
| A Simple approach for the design of ductile earthquake-resisting frame structures counting for P-Delta effect R Shehu, G Angjeliu, H Bilgin buildings 9 (10), 216, 2019 | 12 | 2019 |
| Seismic upgrading of a masonry church with FRP composites G Milani, R Shehu, M Valente Materials Science Forum 866, 119-123, 2016 | 11 | 2016 |
| Seismic vulnerability mitigation of a masonry church by means of CFRP retrofitting G Milani, R Shehu, M Valente Procedia engineering 195, 40-47, 2017 | 9 | 2017 |
| Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies G Milani, R Shehu, M Valente AIP Conference Proceedings 1790 (1), 2016 | 8 | 2016 |
| Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) G Milani, R Shehu, M Valente AIP Conference Proceedings 1790 (1), 2016 | 7 | 2016 |
| Reflections from the 2019 Durrës Earthquakes: An Earthquake Engineering Evaluation for Masonry Typologies H Bilgin, M Leti, R Shehu, HB Özmen, AH Deringol, R Ormeni Buildings 13 (9), 2227, 2023 | 5 | 2023 |
| Seismic Vulnerability Reduction of Masonry Churches: A case study G Milani, R Shehu, M Valente Procedia Engineering 199, 272-277, 2017 | 5 | 2017 |
| Seismic performance assessment of three masonry churches through FE simulations G Milani, R Shehu, M Valente AIP Conference Proceedings 1863 (1), 2017 | 5 | 2017 |
| The P-Δ-Ductility Effect: Overview the Effect of the Second Order in the Ductile Structures R Shehu European Scientific Journal 3, 2014 | 5 | 2014 |
| Implementation of pushover analysis for seismic assessment of masonry towers: Issues and practical recommendations. Buildings 2021, 11, 71 R Shehu | 5 | |
| Methods of analysis and innovative strategies for seismic assessment and retrofitting of existing masonry structures R SHEHU Politecnico di Milano, 2019 | 2 | 2019 |
| Simple Limit Analysis approach for the optimal strengthening of existing masonry towers G Milani, R Shehu, M Valente AIP Conference Proceedings 1978 (1), 2018 | 2 | 2018 |
| Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers G Milani, R Shehu, M Valente AIP Conference Proceedings 1906 (1), 2017 | 2 | 2017 |
| A Simplified Two-Step Approach for the Seismic Retrofitting Design of Existing Structures Towards a Resiliency Enhancement R Shehu Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC2020 …, 2021 | 1 | 2021 |
Gabriele Milanipolitecnico di milano在 polimi.it 的电子邮件经过验证
