苏门答腊Ms8.7级大震前的地脉动预警信息

介绍了辽宁数字台网运行的脉动异常跟踪系统(RTTS),叙述了这个系统在2004年12月26日08时58分55.2秒印尼苏门答腊西北近海(北纬3.9,东经95.9)8.7级地震前,营口、锦州台地脉动波形的幅度和周期明显异常的情况。并展现了利用RTTS系统进行地脉动研究的前景。     

百色盆地东部兰木组古岩溶储层特征及其主控因素

常规薄片和扫描电镜分析表明,百色盆地上法地区兰木组石灰岩古岩溶储层具低孔渗特点,主要储集空间为后期改造产生的裂缝和溶蚀孔洞;经历了风化壳岩溶和缝洞渗流岩溶两种成因的两期岩溶作用,纵向上分表生岩溶带、渗流岩溶带和潜流岩溶带三个相带。裂缝以构造裂缝为主,以发育开启—半开启的高角度裂缝为主,低角度裂缝次之。有三种储层类型,其中以裂缝—孔洞型的最好,为主力产层,裂缝—孔隙型的次之,孔隙型的最差。影响古岩溶储层空间发育的主控因素为断裂和构造活动、岩石纯度、后期成岩作用的破坏。     

典型岩溶农业区地下水质与土地利用变化分析--以云南小江流域为例

以云南省泸西县小江典型岩溶农业流域为研究单元,利用1982和2004的地下水质数据及1982的航片和2004年的TM影像,在GIS支持下,研究其20年来的地下水质的时空变化及原因。结果表明：20年来流域地下水质在时间、空间分布上均发生较大的变化;流域耕地扩张和大量化肥、农药使用带来的非点源污染,造成地下水中的NH₄⁺、SO₄^2-、NO₃^-、NO₂^-、Cl^- 离子含量及pH值、总硬度、总碱度明显升高并超标,而林地减少或林地质量的下降,土地发生石漠化时,地下水中的Ca²⁺、HCO₃^- 浓度明显降低,同时,地下水各指标的空间变化与土地利用空间格局的变化表现出动态一致性。     

基于GIS技术的大地电磁测深数据库系统设计与实现

大地电磁(Megnetotelluric,简称MT)测深数据子库是中国岩石圈三维结构数据库所属子库之一。本文阐述了结合GIS技术开发大地电磁测深数据库管理系统的必要性。讨论了新型大地电磁测深数据库及基于GIS平台的数据库管理系统的总体设计思想。在分析原ACCESS大地电磁测深数据库所存在问题的基础上,建立新的MT数据库实体-关系模型,并进一步把原有的MT数据库改造为SQL Server 2000数据库;同时,开发了基于GIS的MT数据库管理系统。本文介绍了基于GIS的MT数据库管理系统所具有的功能。     

轴压比对中等高度LC结构剪力墙抗震性能的影响

轻骨料混凝土(L ight-we ight concrete,简称LC)剪力墙的轴压比是剪力墙抗震设计时一个重要的控制因素,直接关系到其延性性能。为使设计规程具有足够的理论依据,本文通过对六榀轻骨料混凝土剪力墙试件的试验,研究了在低周反复荷载作用下,着重考虑不同轴压比对中等高度有边框剪力墙的破坏形态和变形性能的影响效应,对其滞回特性进行分析,计算了各剪力墙的刚度退化率与延性系数,并将无竖缝剪力墙与带竖缝剪力墙的抗震性能进行了对比。     

消能减震高层方钢管混凝土框架结构振动台试验研究和弹塑性时程分析

本文首先介绍了一幢安装了粘滞阻尼器的复杂体型高层方钢管混凝土框架结构的1/15缩尺模型的模拟地震振动台试验结果;在此基础上,建立了梁、柱构件的多弹簧模型并组建了整体结构的计算分析模型,运用此计算模型首先对试验模型结构进行了动力弹塑性时程分析,计算结果和试验结果吻合较好,验证了计算模型的正确性;最后,以同样方法对原型结构进行了计算分析,并结合试验结果研究探讨了此结构的抗震性能和阻尼器的消能减震效果。结果表明:该结构未出现明显的薄弱层,能够满足规范的抗震设防要求,阻尼器发挥了一定的消能减震效果,进一步提高了结构的抗震性能。     

The influence of the surroundings on the morphology of galaxies

The characteristics of galaxies within galaxy groups are investigated as a function of the surroundings. It is shown that the relative number of the galaxies with different morphological type is correlated with the number of members within the group, but the fraction of E+S0 galaxies does not depend on the mean-pairwise distance between the galaxies, the density of the luminous matter as well as the velocity dispersion in the group.     

基于改进近似模型的水下鱼雷打靶快速预报方法

鱼雷打靶试验对评价武器系统对目标的打击性能具有重要意义。水动力参数是模拟鱼雷水下运动轨迹、预报鱼雷打靶落点的关键参数。随着现代CFD技术的发展,采用数值方法获取水动力参数,提高了轨迹预报精度,但计算效率不高,不利于多工况下鱼雷打靶预报。首先,基于刚体动量和动量矩定理建立了鱼雷的水下运动方程组,运用4阶龙格–库塔（Runge-Kuta）法对运动方程组进行数值求解,对鱼雷水下轨迹进行模拟,从而获取鱼雷打靶性能。其次,提出了基于遗传算法的近似模型（GA-BP）和自适应遗传算法优化的近似模型（AGA-BP）模拟鱼雷水下打靶落点,对鱼雷打靶性能进行快速预报。通过仿真和数据对比,结果表明：AGA-BP预测模型相对于BP预测模型更稳定、GA-BP预测模型收敛速度更快,实现对鱼雷水下打靶快速预报。     

2017年春夏季西北太平洋浮游植物的区域差异及其与不同水团的关系

The West Pacific Ocean is considered as the provenance center of global marine life and has the highest species diversity of numerous marine taxa. The phytoplankton, as the primary producer at the base of the food chain,effects on climate change, fish resources as well as the entire ecosystem. However, there are few large-scale surveys covering several currents with different hydrographic characteristics. This study aimed to explore the relationships between the spatio-temporal variation in phytoplankton community structure and different water masses. A total of 630 water samples and 90 net samples of phytoplankton were collected at 45 stations in the Northwest Pacific Ocean(21.0°–42.0°N, 118.0°–156.0°E) during spring and summer 2017. A total of 281 phytoplankton taxa(5 μm) belonging to 61 genera were identified in the study area. The distribution pattern of the phytoplankton community differed significantly both spatially and temporally. The average abundances of phytoplankton in spring and summer were 797.07×10~2 cells/L and 84.94×10~2 cells/L, respectively. Whether in spring or summer, the maximum abundance always appeared in the northern transition region affected by the Oyashio Current, where nutrients were abundant and diatoms dominated the phytoplankton community;whereas the phytoplankton abundance was very low in the oligotrophic Kuroshio region, and the proportion of dinoflagellates in total abundance increased significantly. The horizontal distribution of phytoplankton abundance increased from low to high latitudes, which was consistent with the trend of nutrient distributions, but contrary to that of water temperature and salinity. In the northern area affected by the Oyashio Current, the phytoplankton abundance was mainly concentrated in the upper 30 m of water column, while the maximum abundance often occurred at depths of 50–75 m in the south-central area affected by the Kuroshio Current.Pearson correlation and redundancy analysis(RDA) showed that phytoplankton abundance was significant negatively correlated with temperature and salinity, but positively correlated with nutrient concentration. The phytoplankton community structure was mainly determined by nutrient availability, especially the N:P ratio.     

Unified numerical study of shallow foundation on structured soft clay under unconsolidated and consolidated-undrained loadings

Abstract

Based on a new elasto-plastic constitutive model, this paper presents a soil–water coupled numerical prediction of the bearing capacity for shallow foundation constructed on Ballina soft clay for unconsolidated undrained (UU) and consolidated undrained (CU) conditions. This elasto-plastic constitutive Shanghai model has an advantage of describing the mechanical behaviour of over-consolidated and structured soil under different loading and drainage conditions, by using one set of material parameter. In this paper, the Shanghai model used for both UU and CU conditions has the same initial parameters obtained from laboratory test results. The loading conditions and consolidation stages vary based on construction details. The predicted bearing pressure-settlement responses for UU and CU, approves the field observation. The phenomenon of gaining the bearing capacity due to consolidation is captured and explained by the use of soil–water coupled numerical analysis with a new elasto-plastic model. The stress strain behaviour, stress paths and the decay of the structure of elements at different depths presented in this study, reveal the mechanism for the difference between UU and CU conditions to understand the foundation behaviour. Effect of the initial degree of soil structure on the bearing capacity is also addressed. Overall, this approach provides the integrated solution for the shallow foundation design problems under short and long-term loadings.