浅谈新疆测震台网传输链路的改造

要做到IP到台站有很多种方式可选,根据新疆测震台网各台站的现状列举了7类不同的数据传输方式,这些数据传输方式在新疆测震台网中均得到应用,也都达到IP到台站的目的.分别对这些数据传输链路的原理及优缺点进行阐述,并结合目前各台站具体情况作链路适用性的相关分析,希望能够对其他省局台网的台站通信链路设计、改造起到参考.     

高层隔震结构扭转分析

为研究高层隔震结构在地震作用下的扭转效应,用Etabs软件建立1个高层抗震结构和4个具有不同扭转特性的高层隔震结构的空间模型进行地震响应分析,以验证此原则上部结构质量中心与隔震层刚度中心的重合与否对结构扭转效应的影响程度,而后考察偏心高层隔震结构在偶然偏心地震作用下结构的扭转效应。结果表明:由于地震作用的减小,扭转效应要远小于原抗震结构,且隔震本身对于结构扭转效应的抑制效果要好于上述原则;扭转效应的减震率大于平动效应的减震率。布置在隔震层平面外围的铅芯橡胶隔震支座对隔震层的扭转有一定的控制作用。     

Predicting the equilibrium bed slope in natural streams using a stochastic model for incipient sediment motion

In this paper, a method to predict the equilibrium bed slope in natural streams based on the incipient motion criterion is proposed. The method is based on the criterion suggested by Gessler to simulate the grain size distribution of the armour coat using the concept of critical shear stress of a sediment mixture. In particular, a different expression of the probability for a single particle size to be part of the armour coat is firstly proposed; then, a simple two‐steps criterion is suggested to estimate the safety factor required by the proposed approach. The method is applied in three different Italian regions (Calabria, Basilicata, and Tuscany) and required several field campaigns involving the survey of 251 stream reaches upstream of grade‐control structures. The area including five Calabrian streams is firstly used to test the suitability of the two‐steps approach. In this area, considering the detailed information about the particle size of bed material, the effect of using a simplified grain size distribution for each torrent is also checked. The method is then applied within the two additional areas (Basilicata and Tuscany) in order to check the geographic influence on the prediction of the stable longitudinal profile. A comparison between measured and estimated values of the equilibrium bed slope showed a good agreement for the Calabrian streams, where the number of the investigated stream reaches is greater, and satisfactory results for the torrents located in Basilicata and Tuscany where the field data set is more limited. The overall results encourage the extension of the proposed method to additional field data and suggest the use of this approach by hydraulic designers in order to stabilize the longitudinal profile of natural streams. Copyright © 2011 John Wiley & Sons, Ltd.     

Tall building vibration control using a TM‐MR damper assembly: Experimental results and implementation

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.     

不同海域影响热带气旋强度变化的环境动力因素对比

利用1982-2007年NCEP/NCAR再分析资料、月平均海平面温度(SST)资料和西北太平洋、北大西洋以及北印度洋热带气旋(TC)资料,对比分析了环境动力因素对不同海域TC强度在不同时间尺度变化的影响.结果表明,在各时间尺度上,TC强度变化与垂直风切变变化有密切的联系.在西北太平洋,使TC过程强度增强或减弱的风切变...     

固体化学盐样检测数据的质量控制

固体化学盐样作为我国西部地区特有的矿产资源,目前缺乏盐湖样品分析相应的国家标准,在分析固体化学盐样的实验室对该类样品的分析方法没有统一规范,因此对固体化学盐样监测数据的合理性检验显得尤为重要。文章结合《地质矿产实验室测试质量管理规范》(DZ/T 0130—2006),介绍了氯化物及硫酸盐型固体化学盐样检测数据的质量控制及判断方法,包括在样品加工过程中掌握矿区的盐样类型,提供水分的检测数据;将盐样分析数据的离子质量分数换算为化合物质量分数时,要正确把握各种化合物的换算顺序和原则;利用阴阳离子平衡原理初步判断样品分析质量;充分了解样品的分析结果,根据配盐后各化合物的物理性质,通过分析元素加和判断样品分析质量;通过离子间的关系、加标回收和重复性实验、不同分析方法比对来判断样品分析质量。简要提出了氯化钠、氯化钾、高纯氯化镁、高纯氯化锂等特殊固体盐样的质量控制方法,以保证固体盐样实验室分析数据的准确性和可靠性。     

鄂尔多斯盆地下石盒子组盒8段储集砂体发育控制因素及沉积模式研究

以鄂尔多斯盆地二叠系下石盒子组盒8段储集砂体为研究对象,在众多前人研究成果的基础上,综合研究了盆地内下石盒子组盒8段沉积演化过程中储集砂体发育特征,主要表现为:岩石类型多样,包括含砾粗砂岩、中粒砂岩、细粒砂岩等;成因复杂:包括冲积扇砂体、河流砂体、辫状河三角洲砂体等;分布广泛:具有广覆式大面积分布特征。在上述基础上,系统深入分析了控制盒8大面积砂体分布的关键因素,主要包括:强物源、多物源供给是基础,多水系发育是前提,平缓古地貌是背景,高流速河流是动力。其中,强物源、多物源不仅为盆地内提供了丰富碎屑物质,而且控制着盆地内不同区域储集砂体的岩性特征;多水系发育为形成大面积砂体分布提供了条件,发源于物源区向盆地内搬运陆源碎屑物质的六条水浅流急的辫状河道在盆地中部汇合交叉控制着单层砂体厚度及其连片性。平缓古地貌控制着多河道发育和长距离搬运过程中河道摆动、迁移频繁,并相互叠置交叉。高流速河流控制着平缓古地形上发育的多河道不断交叉、复合。并定量计算了盒8段储集砂体沉积时的地形古坡度,平均坡降为1.10m·km^-1,平均坡度为0.063°;古河流水体平均流速为8.31m·s^-1。进而,结合盆地内钻井实际建立了下石盒子组盒8段独具特色的"强物源供给的缓坡浅水辫状河三角洲沉积模式"。     

锦屏二级水电站隧洞无盖重高压固结灌浆试验

水工隧洞高压固结灌浆的目的是加固隧洞围岩、封闭隧洞周边岩体裂隙,提高隧洞围岩的整体性和抗变形能力,增强围岩抗渗能力和长期渗透稳定性。主要介绍了引水隧洞在未进行混凝土衬砌的条件下实施高压防渗固结灌浆施工的试验及其成果,为该类洞段灌浆设计和施工提供依据。     

核电站扩建工程基坑开挖爆破振动安全控制

结合秦山核电二期扩建工程,在已运行核电站附近新扩建核电站的大型基坑开挖过程中进行爆破振动的监测与爆破振动的控制。通过理论分析与监测等多种手段对爆破振动进行有效的控制,确保了正在运行核电站的安全。所总结的减震措施经验对其他核电站的爆破振动控制具有借鉴作用。