鄂尔多斯盆地东北部下石盒子组盒8段辫状河三角洲沉积特征

中二叠统下石盒子组盒8段为鄂尔多斯盆地东北部天然气的主产层位,其储集砂体受控于沉积相带的展布。通过对野外露头、岩心及测井曲线等综合分析,笔者认为研究区内主要以发育辫状河三角洲为特征,并对其沉积特征、影响其形成和发育的机理,以及岩相和砂体的展布特征进行深入研究。认为该区盒8段三角洲为辫状河-浅水型湖泊三角洲,在三角洲平原相区储集砂体为分流河道沉积;而在三角洲前缘相区则为水下分流河道沉积,河口坝、席状砂及远砂坝等沉积微相不发育。     

PLASTIC DESIGN OF SEISMIC RESISTANT STEEL FRAMES

A new method for designing moment resisting steel frames failing in a global mode is presented in this paper. Starting from the analysis of the typical collapse mechanisms of frames subjected to horizontal forces, the method is based on the application of the kinematic theorem of plastic collapse. The beam section properties are assumed to be known quantities, because they are designed to resist vertical loads. As a consequence, the unknowns of the design problem are the column sections. They are determined by means of design conditions expressing that the kinematically admissible multiplier of the horizontal forces corresponding to the global mechanism has to be the smallest among all kinematically admissible multipliers. In addition, the proposed design method includes both the influence of distributed loads acting on the beams and the influence of second-order effects. In particular, the influence of second-order effects, which can play an important role in the seismic design of steel frames, is accounted for by the mechanism equilibrium curves of the analysed collapse mechanisms. Moreover, in order to show the practical application of the proposed design procedure, a worked example is presented. Finally, the inelastic behaviour of the designed frame is compared to that obtained when the simple member hierarchy criterion or a similar rule is applied. © 1997 by John Wiley & Sons, Ltd.     

山基GPS掩星观测实验及其反演原理

分别在湖北省药姑山和九宫山的山头上开展GPS掩星观测实验,成功获取山基掩星观测数据,对掩星事件进行了分析和统计.给出利用山基掩星观测数据反演大气折射指数剖面和电波弯曲角的原理和算法.利用山基GPS掩星观测模拟数据,对反演方法进行试算和检验,结果表明反演方法准确可行.将该反演方法应用于观测数据的反演,获得了观测点高度以下的大气折射率剖面,以及电波弯曲角.实验结果和原理研究表明,山基掩星观测技术是一种潜在的低层大气环境监测新技术.     

基于有限元分析的卷管法管道安装实时研究

采用卷管法铺设管道时,管道和铺设设备之间的接触作用十分复杂,并且管道在弯曲过程中将会产生塑性变形并可能发生局部屈曲,导致管道失效。基于有限元模型(FEM)实时模拟卷管法安装的整个过程,研究管道与铺设设备之间的接触作用;分析管道对于环境载荷和船体运动的动态响应;获得管道的应力应变值以校核局部屈曲。研究结果表明,管道弯矩大部分来源于管道与安装设备间的接触作用,而环境载荷及船体运动对管道的弯曲应力影响较小。     

汤加、日本、伊豆-小笠原与马里亚纳海沟俯冲板块正断层模拟：对俯冲板块弱化的影响

通过对比实际观测与弹塑性变形模型,研究了沿着汤加、日本、伊豆-小笠原、马里亚纳海沟的板块挠曲与正断层特征。观测表明,平均海沟挠曲量在日本海沟最小（3公里）,马里亚纳海沟最大（4.9公里）,而平均正断层垂直断距在日本海沟最小（113米）,汤加海沟最大（284米）。模拟了俯冲板块在三种构造加载的作用下发生弯曲变形并产生正断层的过程：垂向加载（V₀）、弯矩（M₀）和水平拉张力（F₀）。在板块挠曲与正断层特征的双重约束下,反演得到了四个海沟的最佳模型解。结果显示,日本海沟的水平张力分别比马里亚纳、汤加和伊豆-小笠原海沟小33%、50%和60%。汤加、日本、伊豆-小笠原、马里亚纳海沟的正断层最深可达海底以下29,23,32和32公里,这与重新定位后的日本与伊豆-小笠原地震深度一致。此外,反演得到的水平张拉力与观测到的平均垂直断距呈一定正相关性,而计算得到的有效弹性厚度减少量与观测到的海沟挠曲量也相关。这些结果表明,水平张拉力在正断层发展过程中起着关键控制作用,板块弱化可导致板块挠曲量的显著增加。     

火灾中集装箱船剩余极限强度研究

采用ISO规定的火灾的标准温度—时间曲线建立船体结构的火灾模型。基于能量守恒原理建立热传导微分方程,计算热传导、对流和辐射对结构温度分布的影响。考虑火灾发生位置的差异性,分析得到着火区域的温度场。根据高温下钢材的力学性能,针对火灾发生位置的不同,利用非线性有限元方法,分析火灾对集装箱船剩余弯曲极限强度(中拱、中垂)的影响。结果表明,集装箱船不同位置发生火灾时,对船体结构极限强度的影响具有显著差异。船舱某一位置发生火灾时,对船体梁中拱和中垂极限强度的影响也分别不同。对集装箱船火灾的瞬态分析结果表明,火灾对船体梁极限强度的衰减作用主要发生在火灾发展过程中的前期,船体梁极限强度的衰减速度随火灾发展的时间逐渐减慢。     

层状地壳的等效力学模量和分层应力

针对地球动力学研究中的板壳力学模型的分层问题,根据等效原则, 给出了用各分层弹性参数和厚度表示的中性面位置、折合抗弯刚度和等效弹性参数。结合实际地壳受横向和侧向力作用时产生的弯曲形变和应力,具体介绍了用这种折算模量的方法去求解地壳中的应力、应变状态, 并通过比较等效应力与各分层应力的差异, 阐明了岩石力学性质的不同对各圈层应力的影响作用。研究进一步表明,来自地壳深部的垂直向上的力是造成上部地壳伸展类构造的重要因素之一。     

东濮断陷湖盆下第三系沙二段的冲积扇沉积

东濮凹陷西洼南段沙二段是该区主要的勘探目的层之一。根据地震、测井及岩心分析等资料的综合分析表明,该区沙二段属干旱气候条件下的冲积扇沉积。由于沙二段沉积时期长垣断层的活动减缓,研究区与西斜坡构成一个共同的沉积区域,研究区内主要发育扇中前缘和扇端亚相等细粒沉积部分,扇根和扇中主体等粗粒部分主要堆积在西斜坡上。在地震剖面和测井曲线上可以看出,该区沙二段由3个沉积旋回构成,总体上呈现向上变细的粒序特征。这些旋回在研究区各井中可以进行对比,表明冲积扇的活动受构造和气候因素的影响。     

Seismic energy dissipation under variable amplitude loading for rectangular RC members in flexure

The energy dissipation characteristics of reinforced concrete members that exhibit both strength and stiffness deterioration under imposed displacement reversals were investigated. To do this, 24 symmetrically reinforced concrete rectangular specimens were tested under stable variable and random variable amplitude inelastic displacement cycles. Stable variable amplitude tests were employed to determine the low‐cycle fatigue behavior of specimens where the loading sequence was the major variable. A 2‐parameter fatigue model was developed in order to express the variation of the dissipated energy in displacement cycles with the cumulative hysteretic energy. This model was then used to predict the energy dissipation of test specimens subjected to random variable amplitude displacement cycles simulating severe seismic excitations. It has been demonstrated that the remaining energy dissipation capacity for the next displacement cycle was dependent on the relative relationship between the maximal displacement cycle and the energy dissipated along the completed displacement path. The plastic energy dissipation capacity of reinforced concrete members is both displacement path dependent and cumulative hysteretic energy dependent.     

Influence of climate on alpine stream chemistry and water sources

The resilience of alpine/subalpine watersheds may be viewed as the resistance of streamflow or stream chemistry to change under varying climatic conditions, which is governed by the relative size (volume) and transit time of surface and subsurface water sources. Here, we use end‐member mixing analysis in Andrews Creek, an alpine stream in Rocky Mountain National Park, Colorado, from water year 1994 to 2015, to explore how the partitioning of water sources and associated hydrologic resilience change in response to climate. Our results indicate that four water sources are significant contributors to Andrews Creek, including snow, rain, soil water, and talus groundwater. Seasonal patterns in source‐water contributions reflected the seasonal hydrologic cycle, which is driven by the accumulation and melting of seasonal snowpack. Flushing of soil water had a large effect on stream chemistry during spring snowmelt, despite making only a small contribution to streamflow volume. Snow had a large influence on stream chemistry as well, contributing large amounts of water with low concentrations of weathering products. Interannual patterns in end‐member contributions reflected responses to drought and wet periods. Moderate and significant correlations exist between annual end‐member contributions and regional‐scale climate indices (the Palmer Drought Severity Index, the Palmer Hydrologic Drought Index, and the Modified Palmer Drought Severity Index). From water year 1994 to 2015, the percent contribution from the talus‐groundwater end member to Andrews Creek increased an average of 0.5% per year (p < 0.0001), whereas the percent contributions from snow plus rain decreased by a similar amount (p = 0.001). Our results show how water and solute sources in alpine environments shift in response to climate variability and highlight the role of talus groundwater and soil water in providing hydrologic resilience to the system.