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25篇 您的检索式：作者名="Weilian QU"

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	题名	作者	年代	出处	被引量
1	Theoretical and experimental study on seismic response control on top of Three-Gorges ship lift towers using magnetorheological intelligent isolation system and its key technique显示文摘A vertical ship lift under earthquake excitation may suffer from a whipping effect due to the sudden change of building lateral stiffness at the top of the ship lift towers.This paper proposes a roof magnetorheological(MR)intelligent isolation system to prevent the seismic whipping effect on machinery structures.Theoretically,the dynamic models of MR damper and the mechanical model of ship lift was established,the inverse neural network controlling algorithm was proposed and the fundamental semi-active control equation for the Three-Gorges ship lift where the MR intelligent isolation system was installed was deduced.Experimentally,the experimental model of the ship lift was given,the vibrating table experiment of the MR intelligent isolation system controlling the whipping effect was carried out and the results of the inverse neural network control strategy and passive isolation strategy were compared.In practical aspect,the large-scale MR damper(500 kN)and a sliding support with limited stiffness were designed and fabricated.It was proven that the MR intelligent isolation system with proper control strategy can greatly reduce the seismic whipping effect on the top workshop of the ship lift and be simple and effective enough to be applied to real engineering structures.	Weilian QU Jianwei TU	2009	Frontiers of Structural and Civil Engineering2009，3，1：	2
2	State of modal parameter identification显示文摘	Tan Dongmei Yao San Qu Weilian	2002	Journal of Huazhong University of Science and Tchonology2002，19，3：	1
3	Two-step methodfor instability damage detection in tower body of transmissionstructures显示文摘	QU Weilian SONG Wanjun XIA Yong	2013	Advances in Structural Engineering2013，16，1：	1
4	Corrosion damage assessment and monitoring of large steel space structures显示文摘Large steel space structures,when exposed to a harsh corrosive environment,are inevitably subjected to atmospheric corrosion and stress corrosion cracking.This paper proposes a framework for assessing the corrosion damage of large steel space structures subjected to both stress corrosion cracking and atmospheric corrosion.The empirical model for estimating atmospheric corrosion based on measured information is briefly introduced.The proposed framework is applied to a real large steel space structure built in the southern coastal area in China to assess its corrosion damage and investigate the effects of atmospheric corrosion on stress corrosion cracking.Based on the results,the conceptual design of the corrosion monitoring system of large steel space structures is finally conducted as the first step for a real corrosion monitoring system.	Bo CHEN You-Lin XU Weilian QU	2010	Frontiers of Structural and Civil Engineering2010，4，3：	1
5	Application of radial basis function neural network EMD method in the boundary of the city显示文摘	QU Weilian CHENG Lei	2006	Journal of Huazhong University of Science and Technology(Science Edition)2006，23，4：	1
6	Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration 显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，4：	1
7	Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration 显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，：	1
8	Active/robust control of longitudinal vibration response of floating-type cable-stayed bridge induced by train braking and vertical moving loads显示文摘	LIU Jia QU Weilian PI Yonglin	2010	Journal of Vibration and Control2010，16，6：	1
9	Control of Wind In- duced Response of Transmission Tower-line System by Using Magnetorheological Dampers 显示文摘	CHEN Bo ZHENG Jin QU Weilian	2009	International Journal of Structural Stability and Dynamics2009，9，4：	1
10	Dynamic analysis of wind-excited truss tower with friction dampers 显示文摘	Qu Weilian Chen Zhaohui Xu Youlin	2001	Computer Structure2001，79，32：	1
11	Semi-active control of seismic response of tall buildings with podium structure using ER/MR dampers 显示文摘	Qu Weilian Xu Youlin	2001	Structural Design of Tall Building2001，10，3：	1
12	Control of wind-excited truss tower using semi-active friction damper 显示文摘	Xu Youlin Qu Weilian Chen Zhaohui	2001	Journal of Structure Engineering ASCE2001，127，8：	1
13	Stochastic response of an inclined shallow cable with linear viscous dampers under stochastic excitation显示文摘	ZHOU Qiang Nielsen S R K QU Weilian	2010	Journal of Engineering Mechanics2010，136，11：	1
14	Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，4：	1
15	Long-term non-linear behaviour and buckling of shallow concrete-filled steel tubular arches显示文摘	Yong-Lin Pi Mark Andrew Bradford Weilian Qu	2011	International Journal of Non-Linear Mechanics2011，，9：	1
16	An application of data fusion technology in structural health monitoring and damage identification 显示文摘	Xiao Chun Qu Weilian Tan Dongmei	2005	Proceedings of SPIE -Smart Structures and Materials-Smart Sensor Technology and Measurement Systems2005，5758，：	1
17	Optimum properties of multiple tuned mass dampers for reduetion of translational and torsional response of structures subject to ground acceleration显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，4：	1
18	Structural damage identification based on frequency response function and genetic algo- rithm显示文摘	Zou Wanjie Qu Weilian		Journal of Vibration and Shock0，，：	1
19	Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，4：	1
20	Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures Subject to ground acceleration显示文摘	Li Chunxiang Qu Weilian	2006	Engineering Structures2006，28，4：	1

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