Fracture and Structural Integrity - 巻 14 / 号 51
| タイトル | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| 著者 | 巻 | 号 | ページ | 年 | 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 | 1.98 | ||||
| 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 | 6.94 | ||||
| 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 | 2.94 | ||||
| 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 | 3.94 | ||||
| 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 | 1.98 | ||||
| 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 | 5.94 | ||||
| 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 | 1.96 | ||||
| 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 | 3.98 | ||||
| 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 | 6.94 | ||||
| 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 | 1.96 | ||||
| 平均評価: 0.0 / 5 (0 件のレビュー) | |||||||||