Elastic-plastic steel damper(EPSD) is a new device controlling seismic responses.The mechanical principle of EPSD was presented and a comparison was conducted between the theoretical formulas and finite element(FE) si...Elastic-plastic steel damper(EPSD) is a new device controlling seismic responses.The mechanical principle of EPSD was presented and a comparison was conducted between the theoretical formulas and finite element(FE) simulation of damper units.The verified force-displacement hysteretic curve of the damper system was obtained with reference to tests.The Nanjing Jiangxinzhou Bridge(NJB) was subsequently taken as the case to investigate the seismic response control effect of EPSDs on single-tower self-anchored suspension bridges.A 3-dimensional FE model of the bridge was established in ANSYS and the dynamic and static analyses of the bridge were conducted,the control effect of EPSDs under different seismic waves was further investigated through nonlinear time-history analysis based on the validated model.Results showed that both the simplified theoretical and FE simulation methods can preferable reflect the mechanical performance of EPSD,and that seismic responses of NJB with EPSDs are better than those with elastic connection device or fluid viscous damper.However,the control effect of EPSDs is influenced by seismic wave characteristics.展开更多
研究一种工作于电流断续模式(discontinuous current mode,DCM)、基于电流源型全桥Boost拓扑的三相单级功率因数校正(power factor correction,PFC)变换器的起动及升压电感的关机磁复位方法。利用带中心抽头和反激绕组的电感取代原有的...研究一种工作于电流断续模式(discontinuous current mode,DCM)、基于电流源型全桥Boost拓扑的三相单级功率因数校正(power factor correction,PFC)变换器的起动及升压电感的关机磁复位方法。利用带中心抽头和反激绕组的电感取代原有的升压电感,提出了一种新颖的可自行起动并实现升压电感关机磁复位的PFC电路结构。该电路在起动和关机过程中工作于反激式(Flyback)模式,利用反激绕组分别实现了输出滤波电容的充电以及升压电感的磁复位。分析了变换器的起动以及升压电感的关机磁复位过程,并对比稳态特性,给出了该电路关键参数的约束条件。实验结果表明,该电路实现了正常的起动以及关机磁复位,验证了所提出方法的正确性和可行性。展开更多
One dihydride-bridged dimeric Dy(Ⅲ)guanidinate complex,formulated as[{(Me_(3)Si)_(2)NC(NiPr)_(2)}_(2)Dy(μ-H)]_(2)(1Dy),was successfully isolated and the introduction of hydride bridges significantly reduces the intr...One dihydride-bridged dimeric Dy(Ⅲ)guanidinate complex,formulated as[{(Me_(3)Si)_(2)NC(NiPr)_(2)}_(2)Dy(μ-H)]_(2)(1Dy),was successfully isolated and the introduction of hydride bridges significantly reduces the intramolecular Dy(Ⅲ)…Dy(Ⅲ)distance to only 3.688(1)Å.To investigate the effect of such a short Dy(Ⅲ)…Dy(Ⅲ)distance on magnetism,we also prepared its dibromide-bridged analogue[{(Me_(3)Si)_(2)NC(NiPr)_(2)}_(2)Dy(μ-Br)]_(2)(2Dy),which has a much longer Dy(Ⅲ)…Dy(Ⅲ)distance of 4.605(4)Å.Surprisingly,2Dy demonstrates much larger effective energy barrier for magnetization reversal(U_(eff))and higher blocking temperature(T_(B)).The worse performance of 1Dy is attributed to the concerted effect of strong antiferromagnetic interactions between Dy(Ⅲ)ions(J_(total)=–2.683 cm^(–1))and the unparallel arrangement of magnetic principle axes of the Dy(Ⅲ)ions for 1Dy.展开更多
基金supported by the National Natural Science Foundation of China (Grant No. 50908046)the Teaching & Scientific Research Fund for Excellent Young Teachers of Southeast University,the Basic Scientific &Research Fund of Southeast University (Grant Nos. 3205001101,Seucx201106)the Priority Academic Program Development Foundation of Jiangsu Higher Education Institutions are gratefully acknowledged
文摘Elastic-plastic steel damper(EPSD) is a new device controlling seismic responses.The mechanical principle of EPSD was presented and a comparison was conducted between the theoretical formulas and finite element(FE) simulation of damper units.The verified force-displacement hysteretic curve of the damper system was obtained with reference to tests.The Nanjing Jiangxinzhou Bridge(NJB) was subsequently taken as the case to investigate the seismic response control effect of EPSDs on single-tower self-anchored suspension bridges.A 3-dimensional FE model of the bridge was established in ANSYS and the dynamic and static analyses of the bridge were conducted,the control effect of EPSDs under different seismic waves was further investigated through nonlinear time-history analysis based on the validated model.Results showed that both the simplified theoretical and FE simulation methods can preferable reflect the mechanical performance of EPSD,and that seismic responses of NJB with EPSDs are better than those with elastic connection device or fluid viscous damper.However,the control effect of EPSDs is influenced by seismic wave characteristics.
文摘研究一种工作于电流断续模式(discontinuous current mode,DCM)、基于电流源型全桥Boost拓扑的三相单级功率因数校正(power factor correction,PFC)变换器的起动及升压电感的关机磁复位方法。利用带中心抽头和反激绕组的电感取代原有的升压电感,提出了一种新颖的可自行起动并实现升压电感关机磁复位的PFC电路结构。该电路在起动和关机过程中工作于反激式(Flyback)模式,利用反激绕组分别实现了输出滤波电容的充电以及升压电感的磁复位。分析了变换器的起动以及升压电感的关机磁复位过程,并对比稳态特性,给出了该电路关键参数的约束条件。实验结果表明,该电路实现了正常的起动以及关机磁复位,验证了所提出方法的正确性和可行性。
基金supported by the National Natural Science Foundation of China(No.21971203)Key Scientific and Technological Innovation Team of Shaanxi Province(2020TD-001)the Joint Fund for Regional Innovation and Development(U20A2073)and the Fundamental Research Funds for Central Universities.
文摘One dihydride-bridged dimeric Dy(Ⅲ)guanidinate complex,formulated as[{(Me_(3)Si)_(2)NC(NiPr)_(2)}_(2)Dy(μ-H)]_(2)(1Dy),was successfully isolated and the introduction of hydride bridges significantly reduces the intramolecular Dy(Ⅲ)…Dy(Ⅲ)distance to only 3.688(1)Å.To investigate the effect of such a short Dy(Ⅲ)…Dy(Ⅲ)distance on magnetism,we also prepared its dibromide-bridged analogue[{(Me_(3)Si)_(2)NC(NiPr)_(2)}_(2)Dy(μ-Br)]_(2)(2Dy),which has a much longer Dy(Ⅲ)…Dy(Ⅲ)distance of 4.605(4)Å.Surprisingly,2Dy demonstrates much larger effective energy barrier for magnetization reversal(U_(eff))and higher blocking temperature(T_(B)).The worse performance of 1Dy is attributed to the concerted effect of strong antiferromagnetic interactions between Dy(Ⅲ)ions(J_(total)=–2.683 cm^(–1))and the unparallel arrangement of magnetic principle axes of the Dy(Ⅲ)ions for 1Dy.
