单自由度"加层"减震结构地震作用取值的复模态法

运用复模态方法,以我国现行设计反应谱为基础,对单自由度TMD和“加层”减震结构地震响应及地震作用取值问题进行了系统研究。首先用复模态法将非经典阻尼非对称结构运动方程解耦,然后运用随机振动理论获得结构的动力响应解析式,并建立将结构分解为一系列等效单自由度体系的一般方法,继而利用等效单自由度体系与反应谱的对应关系,确定结构动力响应表达式中各参数的取值,建立结构基于反应谱的设计响应及其等效静态地震作用的设计方法,并给出了算例,从而建立了非经典阻尼非对称结构基于反应谱的地震作用取值的一整套方法。     

TMD的个数对其减振效果的影响

本文从地面运动为水平简谐运动时结构引入多个TMD的运动方程出发，推导了其理论解，并在此基础上，假设各个TMD拥有相同的质量、频率和阻尼，分析了在总质量一定的前提下，TMD个数的变化对其减震效果的影响。并制作拱形主结构和TMD模型进行实验验证。实验结果也得出同样的结论；即总质量一定的前提下，如果各个TMD拥有相同的质量、频率和阻尼，则其个数的变化对其减震效果的影响不大。最后，根据实验模型编制有限元程序进行模拟计算，计算结果与实验结果比较吻合。     

利用光前量子化方法计算电子的广义横向动量分布函数

强子和轻子是目前实验所能观测到的最小微观结构,但根据量子色动力学（QCD）,强子内还存在着部分子结构。在理论计算中,从Wigner函数出发可以得到多种分布函数,如横向动量分布函数（TMD）、广义部分子分布函数（GPD）以及广义横向动量分布函数（GTMD）。其中GTMD包含粒子内部部分子的三维动量和位置信息,从GTMD出发通过对横向动量积分和取横向转移动量为零分别得到GPD和TMD。本工作通过引入电子的光前波函数计算出物理电子的GTMD,并以此为出发点得到物理电子的TMD和GPD。一方面通过与微扰论的TMD和GPD的结果对比可以证明我们的计算结果是合理的,同时讨论了GPD中P波和S波的贡献。另一方面给出物理电子的内部部分子分布随横向转移动量、部分子横向动量以及纵向动量分数的变化关系。In anlogous to hadron, electron has similar structure because of dressing. So we can define the Transverse Momentum Distribution functions (TMD), the General Parton Distribution functions (GPD) and General Transverse Momentum Distribution functions (GTMD) of electron which come from the Wigner distribution function. The GTMD contain the information of momentum and position of parton in one particle, and the GPD or TMD can be calculated by integration of transverse momentum or setting the transverse transfer momentum which equal to zero. We introduce the light-front wave function of electron to calculate the GTMD of dressed electron, and then get the TMD and GPD. Our results are verified by comparing to calculations in literature and the contribution of GPD of P-wave and S-wave. And we show that the distribution functions at different transverse momentum transfer, transverse momentum of parton and the fraction of longitudinal momentum.     

Interface engineering of transition metal dichalcogenide/GaN heterostructures: Modified broadband for photoelectronic performance

The GaN-based heterostructures are widely used in optoelectronic devices, but the complex surface reconstructions and lattice mismatch greatly limit the applications. The stacking of two-dimensional transition metal dichalcogenide (TMD = MoS₂, MoSSe and MoSe₂) monolayers on reconstructed GaN surface not only effectively overcomes the larger mismatch, but also brings about novel electronic and optical properties. By adopting the reconstructed GaN (0001) surface with adatoms (N-ter GaN and Ga-ter GaN), the influences of complicated surface conditions on the electronic properties of heterostructures have been investigated. The passivated N-ter and Ga-ter GaN surfaces push the mid-gap states to the valence bands, giving rise to small bandgaps in heterostructures. The charge transfer between Ga-ter GaN surface and TMD monolayers occurs much easier than that across the TMD/N-ter GaN interfaces, which induces stronger interfacial interaction and larger valence band offset (VBO). The band alignment can be switched between type-I and type-II by assembling different TMD monolayers, that is, MoS₂/N-ter GaN and MoS₂/Ga-ter GaN are type-II, and the others are type-I. The absorption of visible light is enhanced in all considered TMD/reconstructed GaN heterostructures. Additionally, MoSe₂/Ga-ter GaN and MoSSe/N-ter GaN have larger conductor band offset (CBO) of 1.32 eV and 1.29 eV, respectively, extending the range from deep ultraviolet to infrared regime. Our results revel that the TMD/reconstructed GaN heterostructures may be used for high-performance broadband photoelectronic devices.     

高层建筑TMD风振控制优化设计

本文探讨了高层建筑TMD风振控制优化设计方法,研究了高层建筑TMD风振控制最优参数取值问题,给出了高层建筑TMD风振控制设计步骤,最后给出了算例说明及其应用。     

随机激励下考虑SSI效应的TMD-结构控制参数优化设计

TMD是高层建筑结构抗震和抗风等减震控制的主要方法,结构体系频率和TMD参数的适配性对控制效果起决定性作用。现有规范中忽略土对上部结的构的影响,使得TMD-结构振动控制与实际工程情况存在脱节。本文以结构的最大层间位移为控制指标,将优化算法与概率密度理论方法结合,以十层混凝土框架TMD-结构参数优化为例,研究了SSI对TMD结构控制效果的影响,并实现了随机激励下TMD建筑结构参数的优化设计。为TMD建筑结构最优化设计提供了新的思路和方法。     

质量阻尼器的发展

广泛评述了调谐质量阻尼器(TMD)、多重调谐质量阻尼器(MTMD)、主动质量阻尼器(AMD)、半主动 TMD(SATMD)、主动调谐/主被动调谐/混合质量阻尼器(ATMD/APTMD/HMD)的研究现状.TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD能够有效地减小结构的风振与地震反应.指出强震下结构设置TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD的主要目的是限制结构屈服的进一步发展.因此,基于非线性结构模型的TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD研究具有重要意义.指出了TMD, MTMD, AMD, SATMD, ATMD/APTMD/HMD 有待于进一步研究的若干问题.提出了结构主动多重调谐质量阻尼器(AMTMD)和多重主被动调谐质量阻尼器(MAPTMD)的新控制策略.介绍了AMTMD和MAPTMD的研究进展并指出了进一步研究的发展方向.      

Kotzinian-Mulders effect in semi-inclusive DIS within TMD factorization

In this study, we investigate the Kotzinian-Mulders effect under semi-inclusive deep inelastic scattering (SIDIS) within the framework of transverse momentum dependent (TMD) factorization. The asymmetry is contributed by the convolution of the Kotzinian-Mulders function \begin{document}$ g_{1T}$\end{document} and the unpolarized fragmentation function \begin{document}$ D_1$\end{document}. As a TMD distribution, the Kotzinian-Mulders function in the coordinate space in the perturbative region can be represented as the convolution of the C-coefficients and the corresponding collinear correlation function. The Wandzura-Wilczek approximation is used to obtain this correlation function. We perform a detailed phenomenological numerical analysis of the Kotzinian-Mulders effect in the SIDIS process within TMD factorization at the kinematics of the HERMES and COMPASS experiments. We observe that the obtained \begin{document}$ x_B$\end{document}-, \begin{document}$ z_h$\end{document}-, and \begin{document}$ P_{h\perp}$\end{document}-dependent Kotzinian-Mulders effects are basically consistent with the HERMES and COMPASS measurements. We also make predictions at EIC and EicC kinematics.     

随机风场下高层结构振动隔震与TMD混合控制研究

针对风荷载作用下高层建筑结构振动控制问题,基于建筑隔震和调谐质量阻尼器振动控制原理,利用ANSYS软件分别建立高层结构带隔震层和带调谐质量阻尼器(TMD)的单一控制策略以及两者相结合的混合振动控制策略。根据Davenport脉动风速谱,采用自回归模型(AutoRegressive,AR)法,考虑竖向相关性、平稳的多变量随机过程以及它的互谱密度矩阵模拟生成具有随机性的脉动风速时程曲线和风速谱的功率谱密度,并用于20层钢结构Benchmark结构模型。系统比较三种振动控制策略在顺风向脉动风载作用下的控制效果,结果表明隔震与TMD混合振动控制方法可以有效地抑制结构风振响应,控制效果很好地弥补了单一振动控制的缺陷。本文方法可应用于大尺度高层结构振动控制中,实现高层建筑结构风振响应的可靠控制。     

高层钢结构TMD风振舒适度控制优化设计方法

研究高层钢结构系统的ＴＭＤ风振舒适度控制设计方法,导出了受控结构的内振加速度设计计算公式,给出了受控结构脉动增大系数设计表格和控制设计步骤。算例表明,ＴＭＤ对结构风振加速度的控制是十分有效的。