| contributor author | J. N. Yang | |
| contributor author | J. C. Wu | |
| contributor author | A. M. Reinhorn | |
| contributor author | M. Riley | |
| date accessioned | 2017-05-08T20:56:12Z | |
| date available | 2017-05-08T20:56:12Z | |
| date copyright | February 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A2%28179%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32400 | |
| description abstract | Based on the theory of continuous sliding-mode control, control methods are presented for seismic-excited buildings isolated by a frictional-type sliding-isolation system. The dynamic behavior of the building equipped with a base-sliding-isolation system is highly nonlinear, and the sliding-mode–control method is ideal for such nonlinear systems. In addition to full-state-feedback controllers, a simple static-output-feedback controller using only the measured information from a few sensors installed at strategic locations without an observer is presented. The continuous sliding-mode controllers presented do not have undesirable chattering effect. Simulation results for an eight-story building indicate that (1) the control methods are robust; and (2) the control performance is outstanding. A shaking-table experimental program was conducted to verify the proposed static output control method. For the shaking-table tests, a three-story quarter-scale building model was mounted on a base mate that was supported by four frictional bearings. Experimental test results indicate that the control performance is quite remarkable, although a slight degradation was observed due to noise pollution and system time delays. | |
| publisher | American Society of Civil Engineers | |
| title | Control of Sliding-Isolated Buildings Using Sliding-Mode Control | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:2(179) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002 | |
| contenttype | Fulltext | |