Bulletin of Earthquake Engineering - v. 21, n. 5 (Februar 2023)
| Erschienen: | Februar 2023 |
|---|
Artikel in dieser Ausgabe
| Autor(en) | Titel | Seite(n) |
|---|---|---|
| Mercuri, A. / Cultrera, G. / Minarelli, L. / Quintiliani, M. / Bordoni, P. / Famiani, D. / Casale, P. / Pischiutta, M. / Ladina, C. / Cara, F. / Di Giulio, G. / Pucillo, S. / Tarabusi, G. / Amoroso, S. / Azzaro, R. / Bianconi, R. / Branca, S. / Cantore, L. / Gomez Capera, A. / Cattaneo, M. / Cogliano, R. / Di Naccio, D. / Di Prima, S. / Felicetta, C. / Fodarella, A. / Lovati, S. / Mandiello, A. G. / Marcocci, C. / Mascandola, C. / Massa, M. / Milana, G. / Morasca, P. / Pacor, F. / Paratore, M. / Pessina, V. / Puglia, R. / Riccio, G. / Santulin, M. / Scaltrito, A. / Scarfi, L. / Tusa, G. / Vassallo, M. / Zuccarello, L. | CRISP: an archive for the site characterization of permanent Italian seismic stations | 2415-2439 |
| Pedone, Livio / Pampanin, Stefano | Displacement incompatibility shape functions between masonry infill wall panels and reinforced concrete frames | 2845-2875 |
| Sandoli, A. / Calderoni, B. / Lignola, G. P. / Prota, A. | Effect of the axial force on shear and flexural strength of masonry spandrels | 2947-2985 |
| Haeri, S. Mohsen / Rajabigol, Morteza / Salaripour, Saman / Kavand, Ali / Sayyaf, Hiwa / Afzalsoltani, Sina / Asefzadeh, Arian | Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading | 2469-2502 |
| Maître, K. / Lestuzzi, P. / Geiser, M. | Experimental investigations of a new highly ductile hold-down with adaptive stiffness for timber seismic bracing walls | 2603-2634 |
| Zhang, Jianxin / Zhao, Xiaoxue / Rong, Xian / Li, Yanyan | Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements | 2785-2815 |
| Angiolilli, Michele / Brunelli, Andrea / Cattari, Serena | Fragility curves of masonry buildings in aggregate accounting for local mechanisms and site effects | 2877-2919 |
| Kocaman, Irfan / Kazaz, İlker | Global drift ratio limits for historical masonry mosques | 3011-3040 |
| Sabetta, Fabio / Fiorentino, Gabriele / Bocchi, Flavio / Sinibaldi, Martina / Falcone, Gaetano / Mendicelli, Amerigo | Influence of local site effects on seismic risk maps and ranking of Italian municipalities | 2441-2468 |
| Somma, Fausto / Lignola, Gianpiero / Ramaglia, Giancarlo / de Sanctis, Luca / Iovino, Maria / Oztoprak, Sadik / Flora, Alessandro | An interdisciplinary investigation of the seismic performance of a historic tower in Istanbul during the 1999 Kocaeli earthquake | 2921-2945 |
| Choi, Youngjun / Park, Dawon / Kim, Sunwoo / Hong, Jung-Wuk | Investigation on the behavior factor of leaning masonry wall structures | 2987-3009 |
| Bernardi, Enrico / Donà, Marco / Tan, Ping | Multi-objective optimization of the inter-story isolation system used as a structural TMD | 3041-3065 |
| Atashfaraz, Babak / Taiyari, Farshad / Raad, Hossein Hayati / Formisano, Antonio | A novel wood-based hybrid system for seismic performance increase of mid-rise building structures | 2635-2656 |
| Casprini, Elena / Belleri, Andrea / Marini, Alessandra / Passoni, Chiara / Labò, Simone | Pin-supported walls as seismic retrofit for existing RC frames: performance improvement through link removal | 2817-2844 |
| Ciancimino, Andrea / Cosentini, Renato Maria / Foti, Sebastiano / Lanzo, Giuseppe / Pagliaroli, Alessandro / Pallara, Oronzo | The PoliTO–UniRoma1 database of cyclic and dynamic laboratory tests: assessment of empirical predictive models | 2569-2601 |
| Ciurlanti, Jonathan / Bianchi, Simona / Pampanin, Stefano | Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies | 2723-2757 |
| Liang, Bin / Hou, Jilin / He, Zheng | Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix | 2691-2722 |
| D’Amore, Simone / Bianchi, Simona / Ciurlanti, Jonathan / Pampanin, Stefano | Seismic assessment and finite element modeling of traditional vs innovative point fixed glass facade systems (PFGFS) | 2657-2689 |
| Sriwastav, Ravi Kanth / Basu, Dhiman | Selection and scaling of 3-component ground motion suite for scenario- and intensity-based assessment of buildings and structures | 2533-2568 |
| Poposka, Angela / Rakicevic, Zoran / Bogdanovic, Aleksandra / Manojlovski, Filip / Shoklarovski, Antonio | Shake table testing of a physical model of telecomunication tower | 3067-3084 |
| Iyama, Jun / Ou, Chih Chun / Yamada, Satoshi / Chiba, Kazuki / Toyoshima, Manabu | Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation | 2759-2783 |
| Zeolla, Enza / de Silva, Filomena / Sica, Stefania | A simplified approach to account for through-soil interaction between two adjacent shallow foundations | 2503-2532 |
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Datenseite - IssueID
69445 - Veröffentlicht am:
01.04.2023 - Geändert am:
01.04.2023
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