Seismic isolation analysis of FPS bearings in spatial lattice shell structures

<正>A theoretical model of a friction pendulum system(FPS) is introduced to examine its application for the seismic isolation of spatial lattice shell structures.An equation of motion of the lattice shell with FPS bearings is developed.Then, seismic isolation studies are performed for both double-layer and single-layer lattice shell structures under different seismic input and design parameters of the FPS.The influence of frictional coefficients and radius of the FPS on seismic performance are discussed.Based on the study,some suggestions for seismic isolation design of lattice shells with FPS bearings are given and conclusions are made which could be helpful in the application of FPS.     

新疆伊吾阿勒吞昆多蛇绿混杂岩特征

前人将唐巴勒-卡拉麦里缝合线置于伊吾县以南哈尔里克山塔水河一线。1993年巴瑞士等在伊吾西北大黑山发现超镁铁岩-镁铁岩洋壳残片,认为卡拉麦里蛇绿岩从伊吾西北大黑山一带向东延伸。2009年笔者参与伊吾县阿尔通盖一带1∶5万区域地质矿产调查工作,于伊吾县以北阿勒吞昆多一带发现阿勒吞昆多蛇绿混杂岩,该蛇绿岩中斜长花岗岩形成于早石炭世((351±6)Ma),大地构造为哈萨克斯坦-准噶尔板块及准噶尔微板块、唐巴勒-卡拉麦里古生代沟弧体系。在研究前人资料基础上,提出阿勒吞昆多蛇绿混杂岩为卡拉麦里蛇绿岩(属唐巴勒-卡拉麦里缝合线)向东延伸部分,唐巴勒-卡拉麦里缝合线(沟弧体系)西起唐巴勒,向东经达拉布特-卡拉麦里-塔克扎勒-大黑山至伊吾县阿勒吞昆多一带,可能延伸至蒙古境内。     

Shell model representation as a substitute of LoD3 for 3D modeling in CityGML

The OGC standard for 3D city modeling is widely used in an increasing number of applications.It defines five consecutive Levels of Detail(LoD0 to LoD4 with increasing accuracy and structural complexity),in which LoD3 includes all exterior appearances and geometrical details and subsequently requires much storage space.A new LoD is introduced as shell model with the exterior shell of the LoD3 model and the opening objects like windows,doors as well as smaller faade objects are projected onto walls.In this paper,a user survey is presented.The results of this survey show that the shell model can give users almost the same visual impression as the LoD3 model.Furthermroe,algorithms are developed to extract the shell model from LoD3 model.Experiments show that this shell model can reduce up to 90% storage of the original LoD3 model.Therefore,on one hand it can be used as a substitute for a LoD3 model for the visualization on small displays.On the other hand,it can be treated as a sub-level of detail(SLoD3) in CityGML,since it retains almost the same amount of information but requires much less storage space.     

单层网壳结构振动压电控制分析与试验研究

通过试验,研究自主研发的压电主动杆件在单层网壳结构中的主动智能控制问题.利用集传感器、作动器和承受荷载等功能于一体的压电主动杆件,对网壳结构的地震响应振动实施主动智能控制.结果表明,这种压电主动构件作为网壳结构的内在控制源,可以有效地控制网壳结构的地震响应,起到抑制网壳振动的作用.     

节点刚度对单层柱面网壳地震响应及内力的影响分析

论文首先采用壳单元Shell163建立了单层柱面网壳模型,同时利用壳单元模拟了焊接空心球节点,并通过计算验证了模拟方法的合理性。然后,通过调节空心球节点的厚度,考察了节点刚度变化对单层柱面网壳地震响应的影响,分析结果表明,在强震作用下节点刚度变化对网壳节点响应与杆件内力的影响均较大,建议在进行此类结构的动力分析时考虑节点刚度的影响。     

黔南宾夕法尼亚亚纪珊瑚礁相腕足动物氧同位素组成及其古水温信息

黔南宾夕法尼亚亚纪Triticites带内大型Fomitchevella珊瑚礁群落中见附礁生长的腕足动物Striatifera striata 和Enteletoides shuichengensis,XRD测试结果显示Striatifera striata壳体次生层为保存较好、成分纯净的低镁方解石,完全未受到成岩作用...     

Postbuckling of shear deformable stiffened anisotropic laminated cylindrical shell under axial compression

A postbuckling analysis is presented for a shear deformable anisotropic laminated cylindrical shell with stiffener of finite length subjected to axial compression. The material of each layer of the shell is assumed to be linearly elastic, anisotropic and fiber-reinforced. The governing equations are based on a higher order shear deformation shell theory with von Kármán-Donnell-type of kinematic nonlinearity and including the extension/twist, extension/flexural and flexural/twist couplings. The ‘smeared stiffener’ approach is adopted for the beam stiffeners. This arrangement allows the beam stiffeners to be assembled directly into the global stiffness matrix. The nonlinear prebuckling deformations and initial geometric imperfections of the shell are both taken into account. A singular perturbation technique is employed to determine the buckling loads and postbuckling equilibrium paths. The numerical illustrations concern the postbuckling response of perfect and imperfect, grid, axial, ring stiffened, and unstiffened shells. The results confirm that there exists a compressive stress along with an associate shear stress and twisting when the anisotropic shell is subjected to axial compression. The postbuckling equilibrium path is unstable for the moderately thick cylindrical shell under axial compression and the stiffened shell structure is imperfection-sensitive.     

上海湖沼平原地貌分界线上地层分布特征研究

上海湖沼平原和滨海平原地貌类型划分应遵从地貌特征,为工程应用方便,可划分地貌亚区。地貌分界线上典型的地质剖面,为湖沼平原第一硬土层与滨海平原暗绿色硬土层属于同一地质时代提供了直接证据。由于古河道、台地等古地貌特征,造就了不同地貌及地貌亚区之间地层差异。     

利用贝壳颜色标记分析皱纹盘鲍苗种繁育中的无意识选择

利用皱纹盘跑（Haliotis discus hannai）贝壳颜色与摄食饵料相关且贝壳生成后色调不再改变等特点,以幼鲍贝壳顶部摄食底栖硅藻期间形成的褐红色部位的壳长指示它剥离时的壳长,将贝壳颜色用作形态标记,首次在皱纹盘鲍苗种繁育中观察到无意识选择。在投喂人工配合饵料后的第3天与第30天,分别从遗传背景不同的8组样本...     

跨断层埋地管道反应分析改进的Newmark方法

在断层错动下跨断层埋地管道反应模拟方法中,壳模型有限元方法较简化索模型解析方法能更好地反映管道壳体反应特性,而目前国内外规范仍多采用便于应用的简化索模型解析方法。基于壳模型有限元方法,与索模型解析方法的对比计算分析,探讨了两类方法的管道轴向拉伸应变计算值差异及引起差异的主要因素,并在管道跨断层交角较小（小于70°）的情况下,提出了基于管道埋藏土层波速值和断层错动量两个参数的改进Newmark方法。进一步地计算分析表明,对于不同的管道跨断层交角和管材特性情况,改进的Newmark方法对壳模型方法计算结果的拟合度达到了0.87。