Research on mode localization of reticulated shell structures   总被引：2，自引：1，他引：1  

Yan Weiming  Wang Zhuo  He Haoxiang§ . Beijing Laboratory of Earthquake Engineering  Structural Retrofit  Beijing University of Technology  Beijing  China . The Open University of China  Beijing  China 《地震工程与工程振动(英文版)》2011,10(1):75-84

Reticulated shell structures (RSSs) are characterized as cyclically periodic structures. Mistuning of RSSs will induce structural mode localization. Mode localization has the following two features: some modal vectors of the structure change remarkably when the values of its physical parameters (mass or stiffness) have a slight change; and the vibration of some modes is mainly restricted in some local areas of the structure. In this paper, two quantitative assessment indexes are introduced that correspond to these two features. The first feature is studied through a numerical example of a RSS, and its induced causes are analyzed by using the perturbation theory. The analysis showed that internally, mode localization is closely related to structural frequencies and externally, slight changes of the physical parameters of the structure cause instability to the RSS. A scaled model experiment to examine mode localization was carried out on a Kiewit single-layer spherical RSS, and both features of mode localization are studied. Eight tests that measured the changes of the physical parameters were carried out in the experiment. Since many modes make their contribution in structural dynamic response, six strong vibration modes were tested at random in the experimental analysis. The change and localization of the six modes are analyzed for each test. The results show that slight changes to the physical parameters are likely to induce remarkable changes and localization of some modal vectors in the RSSs.  相似文献   

黏滞阻尼器在单层网壳结构中的优化布置   总被引：1，自引：0，他引：1  

丁阳  葛金刚 《地震工程与工程振动》2012,32(4):166-173

目前采用黏滞阻尼器对单层网壳结构进行减振控制时,阻尼器最优布置位置通过试算确定。针对此问题,推导了地震作用下黏滞阻尼器耗能公式,提出了以能量比例系数为评价指标的阻尼器优化布置准则。以单层球面网壳和单层柱面网壳为例,对比分析了地震作用下分别采用优化布置准则与现有布置方式布置阻尼器时结构最大节点位移减振系数,验证了所提出优化布置准则的正确性及在单层球面网壳和单层柱面网壳中的适用性。  相似文献   

滨里海盆地东南部S区块下二叠统空谷阶盐岩特征及其对盐上层系油气成藏的影响   总被引：1，自引：0，他引：1  

刘洛夫  尚晓庆  孟江辉  陈治军  宁松华  王萍  李燕 《吉林大学学报(地球科学版)》2012,42(2):304-311

S区块位于滨里海盆地的东南部,油气富集,但是近年来勘探工作突破不大。从地震和地质资料及其油气藏解剖入手,系统研究了本区块盐岩特征及其对盐上层系油气成藏的影响。通过研究认为,本区盐岩的特点为：就整个盆地而言,盐岩的形成模式属于深盆浅水成盐模式;S区块盐构造的形成模式主要属差异负荷模式,其次为断层阻挡的顺层流动模式;盐构造活动具有多期次性;S区块盐岩层厚度总体表现为东南薄、西北厚,即从盆地边缘向盆地中心逐渐加厚;S区块盐窗较为发育,总体上表现为东部盐窗面积大,西部盐窗面积小。盐岩对S区块盐上层系（包括盐上地层和盐间地层）油气成藏的影响很大,盐岩控制了S区块盐上层系圈闭的类型及分布,盐窗的规模对周围的油藏或含油气构造的聚集程度产生影响。对比盐上层系各种成藏要素的时空匹配关系,可以推断本区盐上层系的油气藏共有3次成藏期,分别为三叠纪末期至早侏罗世末期、晚侏罗世末期和晚白垩世至古近纪。  相似文献   

应用全站仪对大型网架变形观测的研究与实践     

孙国芳  姬玉华  刘兰军 《测绘与空间地理信息》2001,24(2):45-45,48

全站仪在建筑工程中的应用 ,给建筑工程的设计及施工提供了可靠的数据  相似文献   

单层连方型球面网壳与下部支承结构协同工作的强震失效研究          下载免费PDF全文

翟永梅  刘瑶  陈贻辉  符徐霞 《地震工程学报》2020,42(2):299-303,310

基于ABAQUS有限元分析,研究了单层连方型球面网壳结构在90种工况下的3种失效模式:弱支承结构失效模式、强支承结构失效模式和中等支承结构失效模式。不同失效模式下结构所能承受的极限加速度有较大差别。结构处于弱支承或强支承状态时失效极限荷载较低,处于中等支承时失效荷载较高;在由弱或强支承向中等支承过渡的区间,结构的失效荷载呈现逐渐增加的趋势。当上下部结构刚度比较匹配时,二者才能充分发挥抗震性能,同时结构的极限承载力也会相对较高。下支承柱刚度是影响结构失效模式和极限荷载的主要因素之一,研究结果表明,随着支承刚度的增加,结构极限荷载呈先增加后减小的趋势。随着屋面等效荷载的增加,结构的极限承载力将会降低,在地震中更容易发生破坏。  相似文献   

单层鞍型网壳的抗震性能分析     

曹正罡  范峰 《世界地震工程》2004,20(2):55-60

采用子空间迭代法计算单层鞍型网壳的自振特性，利用圆管截面空间梁系弹塑性本构关系，用时程分析法计算单层鞍型网壳的弹塑性地震响应，通过对SDAP和ANSYS有限元程序计算结果比较分析，总结出单层鞍型网壳的自振特性、地震内力响应及地震内力系数随参数的变化规律。  相似文献   

Structural evolution of the Pleistocene Cimini trachytic volcanic complex (Central Italy)     

Corrado Cimarelli  Donatella De Rita 《Bulletin of Volcanology》2006,68(6):538-548

Structural, geomorphological, geophysical and volcanological data have been processed for the implementation of a dedicated GIS through which the structural evolution of the Pleistocene trachytic Cimini volcano (central Italy) has been reconstructed. The evolution of the Cimini complex includes three main close-in time phases: (1) intrusion of a shallow laccolith, rising along NW and NE trending faults and stagnating at the contact between the Mesozoic-Cenozoic and the Pliocene-Pleistocene sedimentary units constituting the bedrock of the volcano; (2) emplacement of lava domes along radial and tangential fractures formed by the swelling induced by the laccolith growth; (3) ignimbrite eruptions and final effusion of olivine-latitic lavas. Domes are both of Pelean and low lava dome type and their morphology was controlled by the location on the inclined surface of the swelled area. Some domes show to have uplifted upper Pliocene thermally metamorphosed clay sediments, suggesting a cryptodome-like growth. Comparison of the top of the Mesozoic-Cenozoic units with the top of the upper Pliocene-Pleistocene sedimentary complex, suggests that the laccolith emplaced in a graben of the Mesozoic-Cenozoic sedimentary complex filled by the Pliocene–Pleistocene sediments uplifted by the shallow intrusion. Stress patterns acting on the Cimini area have been deduced analysing the drainage network and the morphotectonic lineaments. Rose diagrams show a large dispersion of the lineaments reflecting the local presence of radial and tangential fractures. The most frequent extensional NW and NE trending lineaments have regional significance and controlled the magma uprise leading to the laccolith emplacement.  相似文献   

Contact metamorphism in the Malashan dome, North Himalayan gneiss domes, southern Tibet: an example of shallow extensional tectonics in the Tethys Himalaya   总被引：4，自引：0，他引：4  

T. KAWAKAMI  M. AOYA  S. R. WALLIS  J. LEE  K. TERADA  Y. WANG  M. HEIZLER 《Journal of Metamorphic Geology》2007,25(8):831-853

Combined petrographic, structural and geochronological study of the Malashan dome, one of the North Himalayan gneiss domes, reveals that it is cored by a Miocene granite, the Malashan granite, that intruded into the Jurassic sedimentary rocks of Tethys Himalaya. Two other granites in the area are referred to as the Paiku and Cuobu granites. New zircon SHRIMP U-Pb and muscovite and biotite ⁴⁰Ar-³⁹Ar dating show that the Paiku granite was emplaced during 22.2–16.2 Ma (average 19.3 ± 3.9 Ma) and cooled rapidly to 350–400 °C at around 15.9 Ma. Whole-rock granite chemistry suggests the original granitic magma may have formed by muscovite dehydration melting of a protolith chemically similar to the High Himalayan Crystalline Sequence. Abundant calcareous metasedimentary rocks and minor garnet-staurolite-biotite-muscovite ± andalusite schists record contact metamorphism by three granites that intruded intermittently into the Jurassic sediments between 18.5 and 15.3 Ma. Two stages of widespread penetrative ductile deformation, D1 and D2, can be defined. Microstructural studies of metapelites combined with geothermobarometry and pseudosection analyses yield P – T conditions of 4.8 ± 0.8 kbar at 550 ± 50 °C during a non-deformational stage between D1 and D2, and 3.1–4.1 kbar at 530–575 °C during syn- to post-D2. The pressure estimates for the syn- to post-D2 growth of andalusite suggest relatively shallow (depth of ∼15.2 km) extensional ductile deformation that took place within a shear zone of the South Tibetan Detachment System. Close temporal association between intrusion of the Malashan granite and onset of D2 suggests extension may have been triggered by the intrusion of the Malashan granite.  相似文献   

构造岩碳物质拉曼光谱温度计与石英组构对造山带热演化的约束:北喜马拉雅然巴片麻岩穹隆研究实例SCIEI北大核心CSCD     

陈思雨  张波  张进江  王洋  张磊  李晓蓉  黄保有  闫岩 《岩石学报》2022,38(4):1081-1106

东西走向的北喜马拉雅片麻岩穹隆带位于喜马拉雅造山带核心,记录了造山演化和青藏高原隆升的变质与变形信息。对穹隆构造热结构及其变形历史的重建有助于揭示喜马拉雅造山过程。本次研究选取然巴片麻岩穹隆的各类构造岩开展微观构造解析、碳物质拉曼光谱温度估算(RSCM)和石英组构学(CPO)分析,对比该穹隆各构造层变质和变形温度及其变化。研究结果揭示然巴穹隆被上、下两条环形拆离断层分为三个构造层:下拆离断层以下为下构造层,其由核部淡色花岗岩和片麻岩组成;下拆离断层和上拆离断层之间为中构造层,由强烈韧性变形的低-中级变质的片岩和少量片麻岩组成;上拆离断层以上为上构造层,由板岩、千枚岩和少量片岩组成。碳物质拉曼光谱变质温度计估算结果显示下构造层和中构造层峰期变质温度为550~600℃,上构造层峰期变质温度400~550℃。各构造层韧性变形岩石内石英组构(CPOs)特征揭示:下构造层石英以柱面滑移为主,韧性剪切变形温度超过600℃;而从中构造层底部向上构造层,石英滑移系由柱面滑移逐渐转变为底面滑移为主,响应的变形温度由550℃逐渐降低为300~350℃。综合分析解释认为然巴穹隆新生代以来经历了四期构造变形,分别对应喜马拉雅造山演化四个阶段:始新世(约45Ma)地壳增厚,发生区域变质作用,变质峰期温度达600℃(如下构造层记录),由下构造层向幔部递减(500℃到300℃);在造山伸展阶段,伴随藏南拆离系北向韧性剪切作用以及晚期南北向裂谷的启动提供的东西向伸展环境导致晚中新世淡色花岗岩底辟就位(约8~7Ma),穹隆幔部岩石遭受接触变质作用改造,接触变质峰期温度为570℃。  相似文献   

加积型网纹红土网纹化机制及形成环境   总被引：1，自引：0，他引：1  

张晓  朱丽东  黄颖  李凤全  熊文婷  贾佳  王天阳  叶玮 《第四纪研究》2020,(1):214-228

选取九江地区JL剖面网纹层段典型样品,针对红基质与白网纹的物质组成及理化性质展开异同分析,在此基础上探讨网纹红土形成环境。初步得到以下结论:1)红基质与白网纹的粒度组成、元素组成、风化特征基本一致,但铁元素有显著差异,"网纹"并非原生构造,不是岩性差异及差异风化的产物,而是同源物质经历化学风化过程中元素分馏的结果。2)地球化学分析、磁学分析和粘粒级矿物组成分析一致表明,白网纹与红基质在铁含量、铁氧化物形态、铁矿物类型方面存在明显差异。白网纹与红基质相比,全铁含量(4.30%)低于红基质(8.63%);Fe^3+/Fe^2+比值(40.66)低于红基质(90.95);游离铁量及游离度(7.01 g/kg,32.96%)低于红基质(76.21 g/kg,77.52%);铁活化度和晶胶率(25.31%,37.77%)高于红基质(8.77%,9.69%);赤铁矿和针铁矿含量极少,这充分表明白网纹局部存在明显的铁淋失。3)白网纹局部脱色机制主要受控于赤铁矿及其转化,红基质主导矿物为赤铁矿,并含有一定的磁赤铁矿和针铁矿,而白网纹则不含磁赤铁矿,赤铁矿含量也极少。此外高岭石含量也是影响色浅的因素之一,白网纹蛭石、高岭石含量(20.24%和45.08%)均略高于红基质(11.45%和41.82%)。4)赤铁矿的富集、局部铁迁移的特点,整体上指示高温、中强程度化学风化和季节性多水的环境。这在一定程度上暗示网纹红土形成时期气候高温多雨,且季节性反差增强。  相似文献