Investigation of dynamic response of masonry minaret structures     

Adem Dogangun  Ramazan Acar  Halil Sezen  Ramazan Livaoglu 《Bulletin of Earthquake Engineering》2008,6(3):505-517

Almost all historical minarets in Turkey were constructed using cut stone, masonry blocks or combination of these two materials. The structural and geometrical properties of each masonry minaret, or slender tower structure, depend on many factors including the structural knowledge and applications at the time of construction, experience of the architect or engineer, seismicity of the region, and availability of construction materials in that area. Recent earthquakes in Turkey have shown that most masonry minarets in high seismic regions are vulnerable to structural damage and collapse. In this study, in order to investigate the dynamic behavior of historical unreinforced masonry minarets, three representative minarets with 20, 25, and 30 m height were modeled and analyzed using two ground motions recorded during the 1999 Kocaeli and Duzce, Turkey earthquakes. The modal analyses of the models have shown that the structural periods and the overall structural response are influenced by the minaret height and spectral characteristics of the input motion. The dynamic displacement and axial stress time histories are computed at the critical points on the minarets. During recent earthquakes, most minaret failures occurred above the base of the structure. Consistent with the observed response, the largest stresses were calculated at the same location.  相似文献   

An inconvenient “truth” about using sensible heat flux as a surface boundary condition in models under stably stratified regimes     

Sukanta Basu  Albert A. M. Holtslag  Bas J. H. Van De Wiel  Arnold F. Moene  Gert-Jan Steeneveld 《Acta Geophysica》2008,56(1):88-99

  相似文献   

跨断层埋地管道反应分析改进的Newmark方法     

李小军  侯春林  赵雷  刘爱文 《岩土力学》2008,29(5):1210-1216

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。  相似文献   

大跨度输水洞穿高速浅埋暗挖方案模拟比选研究     

戚蓝  陈勇  张樑  宁少晨 《岩土力学》2008,29(2):545-548

利用非线性有限元程序,对三跨拱涵开挖施工方案进行模拟。通过对两种较为可行的施工方案进行模拟,比较了开挖引起的地表沉降、衬砌的应力变化和洞周土体的塑性区等因素,综合考虑后利用模糊评判选出了优选方案。同时,由模拟的数据还发现了隧洞开挖时容易出现的各种危险情况,建设施工单位在危险区域采取适当的措施,得到很高的实际价值,对今后类似工程有借鉴意义。  相似文献   

CRG桩在花岗岩持力层中的试验研究   总被引：1，自引：0，他引：1  

唐孟雄  陈如桂  陈伟 《岩土力学》2008,29(7):1960-1964

CRG桩(预应力高强混凝土管注浆桩)取得了国家发明专利。介绍了CRG桩施工方法及试验桩施工情况,讨论了在花岗岩地层施工中遇到的孔内沉渣清理、管桩上浮及灌浆问题。对CRG桩的灌浆充填体进行了钻芯检测,发现充填体胶结质量不高,充填体强度低,影响桩身强度的提高。但静载试验表明,CRG桩的侧阻力和端阻力都得到充分发挥,单桩承载力比同直径的钻孔灌注桩有较大的提高。为在花岗岩持力层中CRG桩的试验积累了经验。  相似文献   

含软弱夹层深部软岩巷道稳定性研究   总被引：3，自引：0，他引：3  

杨建平  陈卫忠  郑希红 《岩土力学》2008,29(10):2864-2870

随着能源开采由浅部向深部发展（>700 m）,深部软岩巷道在高地应力下的变形破坏及其合理加固技术成为影响资源安全开采的重要因素。结合国投新集刘庄矿深部软岩及其软弱结构面的力学特性试验成果,提出软弱夹层的破坏准则及其损伤演化模型,并将其应用于含软弱夹层的深部软岩巷道围岩稳定性分析,研究不同支护方案下的围岩变形特性、破损区以及软弱夹层的离层和破坏情况,提出了合理的加固技术参数。  相似文献   

黄东海大气边界层高度时空变化特征   总被引：4，自引：0，他引：4  

涂静  张苏平  程相坤  杨万裕  杨育强 《中国海洋大学学报(自然科学版)》2012,42(4):7-18

根据2006-2007年大连、青岛和台州逐日高分辨率L波段二次测风雷达探空资料、地面观测资料以及再分析资料,采用干绝热法和位温梯度法分别计算了各个台站的边界层高度,继而分析了黄东海边界层高度多时间尺度变化规律和空间演变特征.结果表明:(1)用清晨探空资料计算每日边界层高度,干绝热法比位温梯度法更为合理可靠;(2)沿海台站边界层高度有显著季节变化,夏季最低,秋季最高,这有别于陆地边界层普遍存在的夏季高、秋冬季节低的季节变化;(3)通过小波分析,发现边界层高度有显著的2～4 d天气尺度振荡和10～20 d准双周振荡;(4)黄东海上空海洋大气边界层在时间尺度上同样存在着明显的春夏季节低、秋冬季节高的季节变化特征,大部分海区空间上呈现西北低、东南高的分布形态.  相似文献   

新疆卡拉麦里地区晚古生代以来不同构造层特征及大地构造意义   总被引：1，自引：0，他引：1       下载免费PDF全文

吴润江张元元  谭佳奕郭召杰 《地学前缘》2009,16(3):102-109

摘要：卡拉麦里地区石炭纪以来的岩石地层系统由三大套构造岩石地层单位构成, 分别是以劈理、紧闭褶皱极为发育的卡拉麦里蛇绿混杂岩带为代表的造山带基底层系,以开阔褶皱为主要构造变形的石炭纪后碰撞构造层,和高角度正断层及平缓褶皱较发育的二叠-侏罗纪陆内湖盆构造层。它们分别记录了卡拉麦里地区前石炭纪碰撞造山阶段、石炭纪后碰撞阶段和二叠纪后板内断陷 坳陷阶段的沉积 变形特征。  相似文献   

Wave-induced steady streaming,mass transport and net sediment transport in rough turbulent ocean bottom boundary layers   总被引：1，自引：0，他引：1  

Lars Erik Holmedal  Dag Myrhaug 《Continental Shelf Research》2009

The interaction between two important mechanisms which causes streaming has been investigated by numerical simulations of the seabed boundary layer beneath both sinusoidal waves and Stokes second order waves, as well as horizontally uniform bottom boundary layers with asymmetric forcing. These two mechanisms are streaming caused by turbulence asymmetry in successive wave half-cycles (beneath asymmetric forcing), and streaming caused by the presence of a vertical wave velocity within the seabed boundary layer as earlier explained by Longuet-Higgins. The effect of wave asymmetry, wave length to water depth ratio, and bottom roughness have been investigated for realistic physical situations. The streaming induced sediment dynamics near the ocean bottom has been investigated; both the resulting suspended load and bedload are presented. Finally, the mass transport (wave-averaged Lagrangian velocity) has been studied for a range of wave conditions. The streaming velocities beneath sinusoidal waves (Longuet-Higgins streaming) is always in the direction of wave propagation, while the streaming velocities in horizontally uniform boundary layers with asymmetric forcing are always negative. Thus the effect of asymmetry in second order Stokes waves is either to reduce the streaming velocity in the direction of wave propagation, or, for long waves relative to the water depth, to induce a streaming velocity against the direction of wave propagation. It appears that the Longuet-Higgins streaming decreases as the wave length increases for a given water depth, and the effect of wave asymmetry can dominate, leading to a steady streaming against the wave propagation. Furthermore, the asymmetry of second order Stokes waves reduces the mass transport (wave-averaged Lagrangian velocity) as compared with sinusoidal waves. The boundary layer streaming leads to a wave-averaged transport of suspended sediments and bedload in the direction of wave propagation.  相似文献   

薄油层时移地震差异波形特征探讨   总被引：1，自引：1，他引：0       下载免费PDF全文

王大伟  刘震  陈小宏  吴时国 《地球物理学进展》2009,24(1):170-175

开发导致的时移地震差异代表了油藏的岩石物理性质变化,本文从差异波形角度出发,明确了声波阻抗界面的反射系数与油层声波阻抗变化之间的函数关系,进而分析薄油层时移地震差异波形特征.通过分析得出,开发前后油层阻抗变化越大,时移地震的差异振幅幅度越大;薄油层的差异波形特征仅与油层的声波阻抗变化有关,油层声波阻抗增大导致与地震子波微分形式相同的差异波形,油层声波阻抗减小产生的差异波形与180°相位的地震子波微分形式相同;油层声波阻抗变化方向导致差异波形振幅幅度变化的快慢.  相似文献