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rafael shehu
rafael shehu
在 polimi.it 的电子邮件经过验证
标题
引用次数
引用次数
年份
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 (4), 1707-1737, 2017
462017
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
402018
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
362017
Seismic assessment of masonry towers by means of nonlinear static procedures
G Milani, R Shehu, M Valente
Procedia engineering 199, 266-271, 2017
122017
Seismic upgrading of a masonry church with FRP composites
G Milani, R Shehu, M Valente
Materials Science Forum 866, 119-123, 2016
102016
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), 130002, 2016
92016
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
82019
Implementation of pushover analysis for seismic assessment of masonry towers: Issues and practical recommendations
R Shehu
Buildings 11 (2), 71, 2021
72021
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), 130003, 2016
72016
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
52022
Seismic Vulnerability Reduction of Masonry Churches: A case study
G Milani, R Shehu, M Valente
Procedia Engineering 199, 272-277, 2017
52017
Seismic vulnerability mitigation of a masonry church by means of CFRP retrofitting
G Milani, R Shehu, M Valente
Procedia engineering 195, 40-47, 2017
52017
The P-Δ-Ductility Effect: Overview the Effect of the Second Order in the Ductile Structures
R Shehu
European Scientific Journal 3, 2014
52014
Methods of analysis and innovative strategies for seismic assessment and retrofitting of existing masonry structures
R SHEHU
Italy, 2019
22019
Simple limit analysis approach for the optimal strengthening of existing masonry towers
G Milani, R Shehu, M Valente
AIP Conference Proceedings 1978 (1), 450007, 2018
22018
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers
G Milani, R Shehu, M Valente
AIP Conference Proceedings 1906 (1), 090011, 2017
22017
Seismic performance assessment of three masonry churches through FE simulations
G Milani, R Shehu, M Valente
AIP Conference Proceedings 1863 (1), 450014, 2017
22017
A Simplified Two-Step Approach for the Seismic Retrofitting Design of Existing Structures Towards a Resiliency Enhancement
R Shehu
RILEM Spring Convention and Conference, 133-146, 2020
12020
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy
M Valente, G Milani, R Shehu
AIP Conference Proceedings 1863 (1), 450019, 2017
12017
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials
G Milani, R Shehu, M Valente
COMPDYN 2017-Proceedings of the 6th International Conference on …, 2017
12017
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