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Fracture and Structural Integrity - 巻 14 / 号 51

タイトル
著者 ページ PKV
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading
Andrea Chiozzi, Nicola Grillanda, Gabriele Milani, Antonio Tralli 14 51 9–23 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Nonlinear modeling of unreinforced masonry structures under seismic actions: validation using a building hit by the 2016 Central Italy earthquake
Chiara Ferrero, Paulo Barbosa Lourenço, Chiara Calderini 14 51 92–114 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Minimum energy strategies for the in-plane behaviour of masonry
Antonio Gesualdo, Bruno Calderoni, Antonino Iannuzzo, Antonio Fortunato, Michela Monaco 14 51 376–385 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Retrofit assessment of masonry buildings through simplified structural analysis
Mariateresa Guadagnuolo, Marianna Aurilio, Giuseppe Faella 14 51 398–409 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights
Francesco Clementi, Gabriele Milani, Angela Ferrante, Marco Valente, Stefano Lenci 14 51 313–335 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
The role of different sliding resistances in limit analysis of hemispherical masonry domes
Elham Mousavian, Claudia Casapulla 14 51 336–355 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction
Giuseppe Cocchetti, Egidio Rizzi 14 51 356–375 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Comparison of Two Parameters Models for clay brick masonry confinement
Giancarlo Ramaglia, Gian Piero Lignola, Andrea Prota 14 51 288–312 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses
Maria Giovanna Masciotta, Daniele Pellegrini, Daniele Brigante, Alberto Barontini, Paulo B. Lourenço, Maria Girardi, Cristina Padovani, Giovanni Fabbrocino 14 51 423–441 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)
3D limit analysis of masonry pavilion domes on octagonal drum subjected to vertical loads
Carlalberto Anselmi, Filomena Galizia, Eduardo Saetta 14 51 486–503 2020 0.0
平均評価: 0.0 / 5 (0 件のレビュー)