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1. Physical modelling of root-soil interaction of trees under lateral loads

3. Seismic fragility assessment of masonry building aggregates: A case study in the old city Centre of Seixal, Portugal.

4. Small-scale modelling of root-soil interaction of trees under lateral loads.

5. An experimental and numerical study on CLT panels used as infill shear walls for RC buildings retrofit.

6. Dairesel kesite sahip merkezi çelik çaprazların performans analizi.

8. Non-linear static procedures applied to high-rise residential URM buildings.

9. Software Educativo Para El Análisis No Lineal De Pórticos 2d Usando Programación En Matlab

10. Using the discrete element method to assess the seismic vulnerability of aggregated masonry buildings.

11. Seismic Vulnerability of Reinforced Concrete Structures in Tizi-Ouzou City(Algeria).

12. Verfahren zum Erdbebennachweis von durch Stahlbetonwände ausgesteiften Gebäuden mit explizitem Nachweis der Verformungen.

13. Comparison between static nonlinear and time history analysis using flexibility-based model for an existing structure and effect of taking into account soil using Domain Reduction Method for a single media.

14. Small-scale modelling of root-soil interaction of trees under lateral loads

15. Small-scale modelling of root-soil interaction of trees under lateral loads

16. Numerical Model of TRM-Reinforced Masonry Walls Under Lateral In-Plane Loads

17. Determination of Behavior Coefficient of Prefabricated Concrete Frame ith Prefabricated Shear Walls.

18. Seismic performance of a full-scale, reinforced high-performance concrete building. Part I: Experimental study.

19. Numerical Model of TRM-Reinforced Masonry Walls Under Lateral In-Plane Loads

20. A Constant Displacement Iteration Algorithm for Nonlinear Static Push-Over Analyses

21. Análisis estático no lineal (pushover) de estructura aporticada de hormigón armado con diferentes grados de ductilidad. Aplicando la Norma Sismorresistente Colombiana 2010 (NSR-10)

22. Aplicación del método de los 3 campos en el análisis 'push-over' de pórticos

23. Comparison between different design strategies for freedam frames: Push-overs and IDA analyses

24. Seismic Vulnerability of Reinforced Concrete Structures in Tizi-Ouzou City(Algeria)

25. Comparison Between Different Design Strategies for FREEDAM Frames

27. Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets.

28. ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA

29. ESTIMACIÓ DE LA VULNERABILITAT SÍSMICA D'UNA ZONA RESIDENCIAL I PREDICCIÓ DEL SEU DANY ESPERAT EN FUNCIÓ DE LA INTENSITAT SÍSMICA

30. Non-linear static procedures applied to high-rise residential URM buildings

31. Calibración de umbrales de daño sismico para el análisis de fragilidad sísmica de estructuras de hormigón armado mediante análisis estático no lineal ('Push-Over')

32. Calibración de umbrales de daño sismico para el análisis de fragilidad sísmica de estructuras de hormigón armado mediante análisis estático no lineal ('Push-Over')

35. Risposta sismica di edifici in c.a. progettati con gli Eurocodici: sicurezza al limite elastico e a collasso

36. Determination of Behavior Coefficient of Prefabricated Concrete Frame ith Prefabricated Shear Walls

38. Non-linear static procedures applied to high-rise residential URM buildings

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