Benchmark-problem investigation for seismic response of a large-span cable-stayed bridge based on nonlinear stochastic optimal control

大跨度斜拉桥Benchmark问题的振动控制研究是当前国际结构控制研讨会的重要议题之一。以美国Bill Emerson Memorial斜拉桥第二阶段Benchmark模型为研究对象,在非线性随机动力学与控制的拟哈密顿理论体系框架下,运用基于随机平均法和随机动态规划原理的非线性随机最优(NSO)控制策略,对地震作用下的Benchmark模型进行MATLAB仿真分析。将最优控制力和性能评价指标与线性二次型Gauss(LQG)控制的计算结果进行对比,得出非线性随机最优控制策略能够更加有效地抑制斜拉桥的地震响应,提高结构的动力稳定性和抗震能力,具有更好的控制效果,对实际桥梁工程的振动控制具有较强的指导意义和适用价值。Investigation of vibration control for benchmark problems on large-span,cable-stayed bridge is one of the most important research topics in the current International Symposium on Structural Control. This paper studied secondstage benchmark problems on the Bill Emerson Memorial cable-stayed bridge. In terms of Hamiltonian theory for nonlinear stochastic dynamics and control, the benchmark model under seismic excitations was investigated using MATLAB simulation analysis,based on the stochastic averaging method and stochastic dynamic-programming principle. Comparison of analysis results for optimal forces and performance-evaluation indices between the nonlinear stochastic optimal( NSO)control strategy and the linear quadratic Gaussian( LQG) control strategy revealed that the former control strategy mitigates the seismic response of the cable-stayed bridge more effectively than the latter,thereby enhancing structural dynamic stability and earthquake resistance. In conclusion,the NSO control strategy demonstrates better control effect and presents instructive references and practical significance for vibration control of bridge-engineering applications.福建省青年人才项目(2008F3100

Green Emission from a Strain-Modulated InGaN Active Layer

Strain-induced quantum dots (QDs) like island formations are demonstrated to effectively suppress pits/dislocation generation in high indium content (26.8%) InGaN active layers. In addition to the strain redistribution in the QD-like islands, strain modulation on the InGaN active layers by using the GaN island capping is employed to form an increased surface potential barrier around the dislocation cores, which inhibits the carrier transport to the surrounding dislocations. Cathodoluminescence shows distinct double-peak emissions at 503 nm and 444 nm, corresponding to the In-rich QD-like emission and the normal quantum well emission, respectively. The QD-like emission becomes dominated in photoluminescence due to the carrier localization effect of In-rich InGaN QDs at relatively low "carrier injection current". Accordingly, green emission may be enhanced by the following origins: (1) reduction in pits/dislocations density, (2) carrier localization and strain reduction in QDs, (3) strain modulation by GaN island capping, (4) enhanced light extraction with faceted GaN islands on the surface.National Natural Science Foundation of China [60876008, 61076091]; Program for New Century Excellent Talents in Fujian Province Universit

高层建筑风激励振动控制Benchmark问题研究

从历届的国际结构控制大会中可以看出,高层建筑风激励振动控制问题一直是结构工程师致力讨论和研究的重点课题。本文通过对风激励高层建筑模型进行自由度缩减和降阶处理,得到大大简化的评估模型。运用不同的控制方法和控制策略对基准问题高层建筑在脉动风荷载作用下的位移、速度和加速度响应量进行分析,提出基于随机分析的均方根响应和基于确定性分析的峰值响应两种性能指标。对控制策略施加设计约束条件,并合理设计采样控制器以比较无控结构、TMD控制结构和LQG控制结构在相同风激励作用下的均方根响应和峰值响应。最后评价和比较各种不同控制策略的性能指标和优化效果,以达到最优控制的目的

大跨度斜拉桥Benchmark控制模型降阶研究及线性二次型最优算法实现

本文在二代斜拉桥Benchmark控制模型基础上进行分析,首先在实体模型建立时采用物理降阶进行自由度缩减,之后使用matlab控制工具箱对状态空间进行均衡实现并降阶,从而得到简化模型,之后基于线性二次型最优控制原理对模型采用了LQG算法主动控制,并分析墩梁固结体系模型与原模型差别,加载地震波并进行时程响应分析,并比较了无控结构,固结体系和受控结构的时程响应结果及对比了主动控制的所得的一系列评价系数,得到了很好的效果

悬浮隧道结构设计基础理论及关键技术研究

随着我国跨海公路隧道工程实践的发展,隧址区的水域环境将逐渐由浅海转变为深海,由海滩转变为海湾甚至海峡,由较为平坦的冲洪积层海床地貌转变为沟槽峡谷发育、地势起伏的海床地貌,由中长距离转变为超长距离,由普通海域环境转变为敏感环境的特殊水域,《国家高速公路网规划》中的跨越琼州海峡、渤海海峡和台湾海峡等规划项目就是其中的典型代表.依靠传统的水底隧道修建工法,例如"沉管法""盾构法""钻爆法"等,难以完成在上述复杂地形地质条件下的隧道工程实施,传统建设工法在复杂水域面临着巨大挑战,"钻爆法+盾构法""沉管法+悬浮法"或"盾构法+悬浮法"等组合工法已成为工程建设的备选,特别是水中悬浮隧道,靠浮力和锚索张力保持动力平衡的特殊水中交通结构,现已成为世界各国重点研究的方向.在某些难以修建隧道或桥梁的地方,悬浮隧道可以作为解决通过窄而深的海峡、湖泊和河流的交通方案