SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS
Objectives. The aim of the study is to obtain formulae for calculating probability of seismic response characteristics of nonlinear seismic isolation system with the specified function "force-shifting", characteristic of seismic isolation system with kinematic pillars and score the effecti...
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| Format: | Article |
| Language: | Russian |
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Dagestan State Technical University
2019-05-01
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| Series: | Вестник Дагестанского государственного технического университета: Технические науки |
| Subjects: | |
| Online Access: | https://vestnik.dgtu.ru/jour/article/view/598 |
| _version_ | 1797694964981825536 |
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| author | A. D. Abakarov H. R. Zajnulabidova |
| author_facet | A. D. Abakarov H. R. Zajnulabidova |
| author_sort | A. D. Abakarov |
| collection | DOAJ |
| description | Objectives. The aim of the study is to obtain formulae for calculating probability of seismic response characteristics of nonlinear seismic isolation system with the specified function "force-shifting", characteristic of seismic isolation system with kinematic pillars and score the effectiveness of this system of seismic isolation in multi-storey buildings.Method. The studies were performed analytical techniques and numerical method of statistical tests.Result. Analytical expressions to calculate the mean square value of one massive seismic isolation system with displacement kinematic pillars and the effectiveness of the application of graphs of kinematic seismic isolation bearings for multi-storey buildings based on the results of numerical experiments using the method of statistical tests.Conclusion. Application of kinematic supports, with "power-move" described by the specified in the work of a non-linear function, allows you to reduce the seismic loads on buildings and distortions of floors 2 or more times. Kinematic bases are more effective when high-frequency effects and in the buildings of the constructive solution of a height of not more than 5 floors. |
| first_indexed | 2024-03-12T03:05:29Z |
| format | Article |
| id | doaj.art-c8ac0162855342d1a1f29bbb3c253c9b |
| institution | Directory Open Access Journal |
| issn | 2073-6185 2542-095X |
| language | Russian |
| last_indexed | 2024-03-12T03:05:29Z |
| publishDate | 2019-05-01 |
| publisher | Dagestan State Technical University |
| record_format | Article |
| series | Вестник Дагестанского государственного технического университета: Технические науки |
| spelling | doaj.art-c8ac0162855342d1a1f29bbb3c253c9b2023-09-03T14:33:07ZrusDagestan State Technical UniversityВестник Дагестанского государственного технического университета: Технические науки2073-61852542-095X2019-05-0145313414410.21822/2073-6185-2018-45-3-134-144456SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTSA. D. Abakarov0H. R. Zajnulabidova1Дагестанский государственный технический университет.Дагестанский государственный технический университет.Objectives. The aim of the study is to obtain formulae for calculating probability of seismic response characteristics of nonlinear seismic isolation system with the specified function "force-shifting", characteristic of seismic isolation system with kinematic pillars and score the effectiveness of this system of seismic isolation in multi-storey buildings.Method. The studies were performed analytical techniques and numerical method of statistical tests.Result. Analytical expressions to calculate the mean square value of one massive seismic isolation system with displacement kinematic pillars and the effectiveness of the application of graphs of kinematic seismic isolation bearings for multi-storey buildings based on the results of numerical experiments using the method of statistical tests.Conclusion. Application of kinematic supports, with "power-move" described by the specified in the work of a non-linear function, allows you to reduce the seismic loads on buildings and distortions of floors 2 or more times. Kinematic bases are more effective when high-frequency effects and in the buildings of the constructive solution of a height of not more than 5 floors.https://vestnik.dgtu.ru/jour/article/view/598система сейсмоизоляциикинематические опорыупруго-нелинейная зависимость «сила-перемещение»дифференциальное уравнение движенияуравнение колмагоровасейсмическая реакция одномассовой системы сейсмоизоляциимногоэтажные здания с кинематическими фундаментаминестационарный случайный процессметод статистических испытанийсейсмические нагрузкиперекосы этажей |
| spellingShingle | A. D. Abakarov H. R. Zajnulabidova SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS Вестник Дагестанского государственного технического университета: Технические науки система сейсмоизоляции кинематические опоры упруго-нелинейная зависимость «сила-перемещение» дифференциальное уравнение движения уравнение колмагорова сейсмическая реакция одномассовой системы сейсмоизоляции многоэтажные здания с кинематическими фундаментами нестационарный случайный процесс метод статистических испытаний сейсмические нагрузки перекосы этажей |
| title | SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS |
| title_full | SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS |
| title_fullStr | SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS |
| title_full_unstemmed | SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS |
| title_short | SEISMIC REACTION OF NONLINEAR SYSTEM OF SEISMIC DEFENSE WITH KINEMATIC SUPPORTS |
| title_sort | seismic reaction of nonlinear system of seismic defense with kinematic supports |
| topic | система сейсмоизоляции кинематические опоры упруго-нелинейная зависимость «сила-перемещение» дифференциальное уравнение движения уравнение колмагорова сейсмическая реакция одномассовой системы сейсмоизоляции многоэтажные здания с кинематическими фундаментами нестационарный случайный процесс метод статистических испытаний сейсмические нагрузки перекосы этажей |
| url | https://vestnik.dgtu.ru/jour/article/view/598 |
| work_keys_str_mv | AT adabakarov seismicreactionofnonlinearsystemofseismicdefensewithkinematicsupports AT hrzajnulabidova seismicreactionofnonlinearsystemofseismicdefensewithkinematicsupports |