Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams
Само за регистроване кориснике
2017
Конференцијски прилог (Рецензирана верзија)
Метаподаци
Приказ свих података о документуАпстракт
The seismic response of dams is one of the most complex engineering problems because it implies interaction of concrete, water in the reservoir and rock mass in dynamic conditions. In practice, various (often unrealistic) assumptions are introduced that simplify this problem and make it quasi-static. With the development of computers and along with the growing need for more accurate analysis, it is increasingly common to use dynamic analyses that give time responses of the system and better describe the behaviour of the dam. This paper presents the concept of using the substructure method - dynamic analysis that takes into account the interaction of dam and water in the reservoir for finding the system's response in function of time - displacements, pressures, etc.
Кључне речи:
arch dam / earthquake / hydrodynamic pressure / substructure methodИзвор:
17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures, 2017, 4002Издавач:
- ДГКМ ДРУШТВО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА / MASE MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS
Институција/група
GraFarTY - CONF AU - Divac, Ljubo AU - Radovanović, Slobodan AU - Mirković, Nikola PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2791 AB - The seismic response of dams is one of the most complex engineering problems because it implies interaction of concrete, water in the reservoir and rock mass in dynamic conditions. In practice, various (often unrealistic) assumptions are introduced that simplify this problem and make it quasi-static. With the development of computers and along with the growing need for more accurate analysis, it is increasingly common to use dynamic analyses that give time responses of the system and better describe the behaviour of the dam. This paper presents the concept of using the substructure method - dynamic analysis that takes into account the interaction of dam and water in the reservoir for finding the system's response in function of time - displacements, pressures, etc. PB - ДГКМ ДРУШТВО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА / MASE MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS C3 - 17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures T1 - Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams IS - 4002 UR - https://hdl.handle.net/21.15107/rcub_grafar_2791 ER -
@conference{ author = "Divac, Ljubo and Radovanović, Slobodan and Mirković, Nikola", year = "2017", abstract = "The seismic response of dams is one of the most complex engineering problems because it implies interaction of concrete, water in the reservoir and rock mass in dynamic conditions. In practice, various (often unrealistic) assumptions are introduced that simplify this problem and make it quasi-static. With the development of computers and along with the growing need for more accurate analysis, it is increasingly common to use dynamic analyses that give time responses of the system and better describe the behaviour of the dam. This paper presents the concept of using the substructure method - dynamic analysis that takes into account the interaction of dam and water in the reservoir for finding the system's response in function of time - displacements, pressures, etc.", publisher = "ДГКМ ДРУШТВО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА / MASE MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS", journal = "17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures", title = "Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams", number = "4002", url = "https://hdl.handle.net/21.15107/rcub_grafar_2791" }
Divac, L., Radovanović, S.,& Mirković, N.. (2017). Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams. in 17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures ДГКМ ДРУШТВО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА / MASE MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS.(4002). https://hdl.handle.net/21.15107/rcub_grafar_2791
Divac L, Radovanović S, Mirković N. Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams. in 17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures. 2017;(4002). https://hdl.handle.net/21.15107/rcub_grafar_2791 .
Divac, Ljubo, Radovanović, Slobodan, Mirković, Nikola, "Theoretical basis of the substructure method for the dynamic earthquake analysis of arch dams" in 17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structures, no. 4002 (2017), https://hdl.handle.net/21.15107/rcub_grafar_2791 .