中国石油大学学报（自然科学版）
中國石油大學學報（自然科學版）
중국석유대학학보（자연과학판）
JOURNAL OF CHINA UNIVERSITY OF PETROLEUM(EDITION OF NATURAL SCIENCE)
2014年
6期
140-147
,共8页
高层建筑%调谐质量阻尼器%磁流变阻尼器%自适应模糊控制%滑动模态控制%Lyapunov 函数
高層建築%調諧質量阻尼器%磁流變阻尼器%自適應模糊控製%滑動模態控製%Lyapunov 函數
고층건축%조해질량조니기%자류변조니기%자괄응모호공제%활동모태공제%Lyapunov 함수
high-rise building%tuned mass damper%magneto-rheological damper%adaptive fuzzy control%sliding mode con-trol%Lyapunov function
为了解决调谐质量阻尼器(TMD)的有效工作频域较窄和主动质量阻尼器(AMD)的控制力存在时滞效应的问题，提出在 TMD 中嵌入磁流变阻尼器(MRD)的新型半主动控制装置———TMMRD。采用模糊控制器取代传统滑动模态控制(SMC)的不连续“开关”式控制和等效控制的不确定性规则，基于 Lyapunov 函数设计自适应模糊控制律，结合改进的限幅最优(MCO)控制算法提出适合 TMMRD 的自适应模糊滑动模态半主动控制(ASMC/ MCO)策略。运用 TMD 被动控制、ASMC/ MCO 半主动控制、ASMC 主动控制和线性二次型高斯(LQG)主动控制分别对一座30层钢框架结构进行地震响应分析。研究结果表明：提出的 ASMC 控制策略的鲁棒性明显优于 LQG；ASMC/ MCO 控制和 ASMC 控制下的减震效果明显优于 TMD 控制和 LQG 控制；ASMC/ MCO 的半主动控制力与 ASMC 的主动控制力吻合很好。
為瞭解決調諧質量阻尼器(TMD)的有效工作頻域較窄和主動質量阻尼器(AMD)的控製力存在時滯效應的問題，提齣在 TMD 中嵌入磁流變阻尼器(MRD)的新型半主動控製裝置———TMMRD。採用模糊控製器取代傳統滑動模態控製(SMC)的不連續“開關”式控製和等效控製的不確定性規則，基于 Lyapunov 函數設計自適應模糊控製律，結閤改進的限幅最優(MCO)控製算法提齣適閤 TMMRD 的自適應模糊滑動模態半主動控製(ASMC/ MCO)策略。運用 TMD 被動控製、ASMC/ MCO 半主動控製、ASMC 主動控製和線性二次型高斯(LQG)主動控製分彆對一座30層鋼框架結構進行地震響應分析。研究結果錶明：提齣的 ASMC 控製策略的魯棒性明顯優于 LQG；ASMC/ MCO 控製和 ASMC 控製下的減震效果明顯優于 TMD 控製和 LQG 控製；ASMC/ MCO 的半主動控製力與 ASMC 的主動控製力吻閤很好。
위료해결조해질량조니기(TMD)적유효공작빈역교착화주동질량조니기(AMD)적공제력존재시체효응적문제，제출재 TMD 중감입자류변조니기(MRD)적신형반주동공제장치———TMMRD。채용모호공제기취대전통활동모태공제(SMC)적불련속“개관”식공제화등효공제적불학정성규칙，기우 Lyapunov 함수설계자괄응모호공제률，결합개진적한폭최우(MCO)공제산법제출괄합 TMMRD 적자괄응모호활동모태반주동공제(ASMC/ MCO)책략。운용 TMD 피동공제、ASMC/ MCO 반주동공제、ASMC 주동공제화선성이차형고사(LQG)주동공제분별대일좌30층강광가결구진행지진향응분석。연구결과표명：제출적 ASMC 공제책략적로봉성명현우우 LQG；ASMC/ MCO 공제화 ASMC 공제하적감진효과명현우우 TMD 공제화 LQG 공제；ASMC/ MCO 적반주동공제력여 ASMC 적주동공제력문합흔호。
A new semi-active control device TMMRD, which was constructed by embedding the magneto-rheological damper (MRD) into tuned mass damper (TMD), was proposed, in which the problems of both narrow frequency-domain of effective work in TMD and time-lag of control force in active mass damper (AMD) could be solved well. The discontinuous switching type of control laws of traditional sliding mode control (SMC) and uncertainty terms of equivalent control were replaced by fuzzy controller, the adaptive fuzzy control law based on the Lyapunov function was designed, the adaptive fuzzy sliding mode control (ASMC) was integrated with a modified clipped optimal (MCO) control algorithm, and then the semi-active control strategy ASMC/ MCO for TMMRD was proposed. The seismic responses of a 30-storey steel frame structure with TMD, ASMC/ MCO semi-active controller, ASMC active controller and linear quadratic Gaussian ( LQG) active controller were computed, respectively. Computation results indicate that the robustness of ASMC controller is obviously superior to that of LQG controller. The reduction effects on seismic responses under ASMC/ MCO control and ASMC control are obviously supe-rior to those of TMD control and LQG control. The control force of ASMC/ MCO controller is almost the same as that of ASMC controller.
