鄱阳湖流域蚌类环境DNA宏条形码引物的筛选验证

环境DNA技术是一种非侵入、高灵敏、高效率且对环境无破坏性,对生物体无损伤的调查工具.为了筛选适合于蚌类环境DNA生物多样性研究的宏条形码引物,本研究通过对鄱阳湖流域24种常见蚌的基因组DNA进行普通扩增和高通量测序筛选了11对引物(设计了9对通用引物及从相关文献中引用了2对引物),结果显示引物cytb和16S rRN...     

Seismic identification of channel sandbodies in the Fuyang oil layer in North Songliao Basin, China

The Fuyang oil-layer in North Songliao Basin is characterized by thin interbedded sands and shales, strong lateral variation, strong reservoir heterogeniety, and so on. The thickness of individual sand layers is generally 3 - 5 m. Identifying the channel sand-bodies of the Fuyang oil layer using seismic techniques is very difficult due to the low seismic resolution. Taking the GTZ area as an example, we discuss the genetic characteristics of the channel sand-bodies and point out the real difficulty in using seismic techniques to predict the channel sand-bodies. Two methods for the identification of channels are presented： frequency spectrum imaging and pre-stack azimuthal anisotropy. Identifying the channel sand-bodies in Fuyu oil-layer using the two seismic methods results in a success rate up to 80% compared with well data.     

中国西南部强震带大震复发机制

我国西南部鲜水河断裂带、红河断裂带、安宁河断理解带和龙门山断裂带四个测区内，用Ｘ射线法 得的宏观残余应力场和用震源机制解Ｐ轴显示的发震时现今应力场的水平最大主压应力方向基本吻合。这种叠加应力场的水平最大主压力分布方向与发震断裂带总体走 交角约为４０－５５°左右，使断裂带易于发生剪切错动。宏观残余水平最大剪应 值区的分布，也与区内大震震中的分布基本吻合，岩石裂面在３００℃和３００ＭＰａ围压下经１０天     

Investigation of the SA evolution by using the CHAOS-4 model over 1997–2013

The temporal and spatial evolution characteristics of the geomagnetic secular acceleration(SA) are investigated, based on CHAOS-4 core field model during the period of 1997–2013. The SA evolution on a short time scale is associated with the phenomenon of the geomagnetic jerk. More details of the global extent and the occurrence time of the successive jerks(the 1999, 2003, 2007, and 2011 jerks) are obtained. The location, size and reversed polarity pattern for the 1999 jerk are similar to those for the 2003 jerk in the Asian-Indian sector. While the 2007 and 2011 jerks mainly take place in the Atlantic sector. The direction and speed of the shift for the four jerks are different, identified by the occurrence time of the jerks. The zonal motions of the SA patches exhibit an oscillation pattern in the Asian-Indian sector, whereas a purely westward drifting pattern is along the equator in the Atlantic sector. It is believed that the shift of the jerks is related to the motion of SA-B_r patches observed at the core-mantle boundary(CMB).     

Mechanical and low-cycle fatigue behavior of stainless reinforcing steel for earthquake engineering applications

Use of stainless reinforcing steel (SRS) in reinforced concrete (RC) structures is a promising solution to corrosion issues. However, for SRS to be used in seismic applications, several mechanical properties need to be investigated. These include specified and actual yield strengths, tensile strengths, uniform elongations and low-cycle fatigue behavior. Three types of SRSs (Talley S24100, Talley 316LN and Talley 2205) were tested and the results are reported in this paper. They were compared with the properties of A706 carbon reinforcing steel (RS), which is typical for seismic applications, and MMFX II, which is a high strength, corrosion resistant RS. Low-cycle fatigue tests of the RS coupons were conducted under strain control with constant amplitude to obtain strain life models of the steels. Test results show that the SRSs have slightly lower moduli of elasticity, higher uniform elongations before necking, and better low-cycle fatigue performance than A706 and MMFX II. All five types of RSs tested satisfy the requirements of the ACI 318 code on the lower limit of the tensile to yield strength ratio. Except Talley 2205, the other four types of RSs investigated meet the ACI 318 requirement that the actual yield strength does not exceed the specified yield strength by more than 18 ksi (124 MPa). Among the three types of SRSs tested, Talley S24100 possesses the highest uniform elongation before necking, and the best low-cycle fatigue performance.     

杭州地磁台方位角的复测检验

通过实际观测,描述了杭州地磁台方位角的检验结果,通过复测检验有两点认识:一种新技术新方法的应用,须经过不同方法的严格比较检验,验收合格后方可推广应用;如果采用简接法测定观测墩的方位角,其精度不完全决定于天文或GPS的观测精度,在很大程度上取决于水平角的观测精度.为此建议用此法测定观测墩的方位角,须有合理的观测程序和严密的观测技术,与此同时,尚须具备高于方位角精度要求的高精度精密光学经纬仪.     

信息的不可修改性与当代科学某些问题

本文指出了"信息确定性"所涉及的信息的不可 修改性、信息"保真性"是认识观念的重大变革。 以取消数量稳定性限制条件,得出了非线性不稳 定具有特殊性信息及其周期性,并可解释翁文波 的"可公度"法是运用了特殊性信息的特殊规律, 在物质演化问题上不能将数量的一般规律拓广至 特殊性信息中;由此涉及了当代科学没有解决物 质演化的"时间"、特殊性、非惯性系及其数量分 析伪造信息等问题。信息的客观存在性和不可修 改性,已实质上表明了将近代的"信息科学"的 信息分析等同于当代科学的数量处理是认识上的 误解。即"信息"不能等同于"数量"。     

高层钢结构抗震pushover分析的侧向力分布模式及其影响

本文针对高层钢结构抗震Pushover分析的适用性和侧向力分布模式的选取等问题,首先,介绍和分析了Pushover分析常用的五种侧向力分布模式及其本质特征;然后,给出了判断侧向力分布模式合理性的准则;最后,通过对比一座15层的平面钢框架结构在Ⅳ类场地的典型地震动下的非线性时程分析和五种侧向力分布下的Pushover分析中的破坏形式和弹塑性反应,研究了高层钢结构抗震Pushover分析的适用性和各侧向力分布模式的合理性;在此基础上,本文给出了高层钢结构Pushover分析时侧向力分布模式的选取建议。     

FHDZ-M15地磁组合观测系统OVERHAUSER探头对FGE探头的影响初探

受记录室和观测系统自身因素的限制,FHDZ-M15地磁组合观测系统的OVERHAUSER磁力仪探头和FGE磁力仪探头相互之间存在一定的磁影响。本文在湖北省恩施地震台作了相互影响的模拟实验,结果表明,OVERHAUSER探头和FGE探头之间的相互影响与两者之间的距离和方位有关。当FGE探头和OVERHAUSER探头呈东西向放置时,影响水平较大,H分量表现更加明显,距离大于1.5m时,影响基本消失。     

Control strategies and experimental verifications of the electromagnetic mass damper system for structural vibration control

The electromagnetic mass damper （EMD） control system, as an innovative active control system to reduce structural vibration, offers many advantages over traditional active mass driver/damper （AMD） control systems. In this paper, studies of several EMD control strategies and bench-scale shaking table tests of a two-story model structure are described. First, two structural models corresponding to uncontrolled and Zeroed cases are developed, and parameters of these models are validated through sinusoidal sweep tests to provide a basis for establishing an accurate mathematical model for further studies. Then, a simplified control strategy for the EMD system based on the pole assignment control algorithm is proposed. Moreover, ideal pole locations are derived and validated through a series of shaking table tests. Finally, three benchmark earthquake ground motions and sinusoidal sweep waves are imposed onto the structure to investigate the effectiveness and feasibility of using this type of innovative active control system for structural vibration control. In addition, the robustness of the EMD system is examined. The test results show that the EMD system is an effective and robust system for the control of structural vibrations.