Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers
Passive energy dissipation control system can effectively control structure response under seismic action. As a form of passive energy dissipation control, yielding steel shear panel dampers can dissipate energy of the ground motion very well with the plastic deformation. By monotonic cyclic loadin...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2015-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/191359 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832561977812058112 |
|---|---|
| author | Ji-long Li Ya-nan Tang Xuan-ming Liu |
| author_facet | Ji-long Li Ya-nan Tang Xuan-ming Liu |
| author_sort | Ji-long Li |
| collection | DOAJ |
| description | Passive energy dissipation control system can effectively control structure response under seismic action. As a form of passive energy dissipation control, yielding steel shear panel dampers can dissipate energy of the ground motion very well with the plastic deformation. By monotonic cyclic loading, hysteretic performance of the 15 mm thick core-board nonstiffener shear panel damper is tested, and the test shows that the damper has a superior hysteretic performance. Using finite element analysis software ABAQUS, and taking height to thickness ratio of the core-board as variable, the qualitative analysis on the damper is carried out, and results show that the critical height to thickness ratio of shear panel damper is between 30 and 35. Three groups of 15 mm thick core-board nonstiffener shear panel dampers are tested by constant amplitude cyclic loading under different amplitudes; the results show that the fatigue performance is fine and the damper is a good energy dissipation device. |
| format | Article |
| id | doaj-art-6458c0f3416c4e218cd9b8d7a29704f7 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-6458c0f3416c4e218cd9b8d7a29704f72025-02-03T01:23:45ZengWileyAdvances in Civil Engineering1687-80861687-80942015-01-01201510.1155/2015/191359191359Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel DampersJi-long Li0Ya-nan Tang1Xuan-ming Liu2Ministry of Education Key Laboratory of Structural Engineering Disaster and Control, Harbin Institute of Technology, Harbin, Heilongjiang 150090, ChinaDepartment of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, ChinaDepartment of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, ChinaPassive energy dissipation control system can effectively control structure response under seismic action. As a form of passive energy dissipation control, yielding steel shear panel dampers can dissipate energy of the ground motion very well with the plastic deformation. By monotonic cyclic loading, hysteretic performance of the 15 mm thick core-board nonstiffener shear panel damper is tested, and the test shows that the damper has a superior hysteretic performance. Using finite element analysis software ABAQUS, and taking height to thickness ratio of the core-board as variable, the qualitative analysis on the damper is carried out, and results show that the critical height to thickness ratio of shear panel damper is between 30 and 35. Three groups of 15 mm thick core-board nonstiffener shear panel dampers are tested by constant amplitude cyclic loading under different amplitudes; the results show that the fatigue performance is fine and the damper is a good energy dissipation device.http://dx.doi.org/10.1155/2015/191359 |
| spellingShingle | Ji-long Li Ya-nan Tang Xuan-ming Liu Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers Advances in Civil Engineering |
| title | Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers |
| title_full | Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers |
| title_fullStr | Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers |
| title_full_unstemmed | Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers |
| title_short | Research on Dissipation and Fatigue Capacity of Nonstiffener Shear Panel Dampers |
| title_sort | research on dissipation and fatigue capacity of nonstiffener shear panel dampers |
| url | http://dx.doi.org/10.1155/2015/191359 |
| work_keys_str_mv | AT jilongli researchondissipationandfatiguecapacityofnonstiffenershearpaneldampers AT yanantang researchondissipationandfatiguecapacityofnonstiffenershearpaneldampers AT xuanmingliu researchondissipationandfatiguecapacityofnonstiffenershearpaneldampers |