多线程技术在伽玛全谱仪软件系统中的应用

介绍了采用多线程实现的ＣＤ－１０型野外伽玛全谱仪的软件系统,以串口这时通讯为例,说明多线程的使用方法及程步骤。     

穿墙雷达中的多目标探测研究

分析了使用超宽带信号进行穿墙目标探测的基本原理。针对电磁波在不同介质中传播速率不同以及墙体折射造成的雷达回波信号时延出现误差的问题,提出了时延估计的搜索算法并以此建立了接收和处理目标回波的系统模型。通过估计房间内不同位置的时延信息来建立时延信号矩阵,并根据宽带信号相关处理技术,完成对墙体后多个目标的探测。仿真实验表明,该方法简单有效。     

方钢管混凝土框架抗震性能试验研究与非线性有限元分析

为研究采用穿芯高强螺栓-端板节点的方钢管混凝土柱-钢梁平面框架的抗震性能,制作了3榀方钢管混凝土框架试件,通过低周反复荷载试验,研究了框架的抗震性能,分析了轴压比、梁柱线刚度比对框架抗震性能的影响.在考虑几何、材料及接触非线性的基础上,采用有限元软件ABAQUS 6.10对试验框架进行了低周反复荷载作用下的精细化数值模拟.与试验结果的比较表明,数值分析结果与试验结果吻合较好,具有较好的精度,可用于方钢管混凝土框架的分析.基于数值分析结果,剖析了框架梁柱连接节点、柱脚等关键受力部位的应力发展过程,明确了框架的受力机理和破坏机制.     

Episodic gravitational collapse and migration of the mountain chain during orogenic roll‐on in the Himalayas

An ～W–E belt of maximum bulk horizontal shortening (the orogen core) moved North relative to the overlying crust to form the Himalayan Syntaxes due to roll‐on of this portion of the Indian plate. This displacement occurred below a lengthy succession of gently dipping decollements that formed episodically at a depth of ～30 km along the orogen core due to numerous periods of gravitational collapse and spreading of the overlying ductile crust. Successively developed basal decollements were deformed when continued bulk horizontal shortening of the orogen core below reasserted dominance over the effects of gravitational collapse above causing refolding about steeply dipping axial planes. This resulted in northwards migration of the orogen core above depths of ～30 km causing rocks metamorphosing at depths of ～22 km on the north side of the orogen core to be moved to its south side with no change in depth as roll‐on progressed. Garnet porphyroblasts record this lengthy history of lateral migration across the orogen within their inclusion trails. The ～6.4 kbar average pressures accompanying it were obtained from the Mn, Fe and Ca contents of successive garnet cores. Garnet grew at depths of ～22 km until movement towards the surface initiated on successively developed decollements that accommodated the volume constraints of gravitational collapse and spreading on both sides of the orogen. The speed of extrusional displacement increased the further the rocks migrated from the orogen core developing mylonitic schists around the porphyroblasts. This truncated inclusion trails against all matrix foliations as the porphyroblasts were carried towards the surface. Indeed, these rocks were multiply deformed during at least four distinct periods of deformation after mylonitization began and prior to exposure above the Main Central Thrust (MCT). Three or more sub‐vertical and sub‐horizontal foliations were formed during each of the five changes in FIA trend (foliation inflection/intersection axes in porphyroblasts) preserved in these rocks. The inclusion trail asymmetries and P‐T of garnet core growth accompanying each FIA reveal that the first four changes in FIA trend, which define periods of tectonism about one direction of horizontal bulk shortening (relative plate motion), occurred on the north side of the orogen core. The fifth occurred on the south side of the orogen core and the switch in shear sense on gently dipping foliation planes that resulted from this shift to the south eventually led to the development of the MCT. When magnetic anomaly 22 that formed in the Southern Indian Ocean Ridge is taken into account, these five changes in FIA trend correlate markedly with changes in the motion of India relative to a constant Eurasia from 50 to c. 25 Ma. They reveal that Eurasia moved NNW during FIAs 1, 3 and 4 and SSE during FIA 5 when the shear sense on gently dipping foliations switched to top to the S. They suggest collision of India with Eurasia took place at 50 Ma, immediately prior to the development of FIA 1.     

校园三维景观设计与实现

依据3DS MAX软件制作三维图的原理和方法,以AUTOCAD格式的地形图为基础,制作了辽宁工程技术大学校园的三维立体图。介绍利用3DS MAX技术制作三维立体图的过程：资料的收集、底图的导入、立体模型的制作、三维贴图和校园立体图的渲染输出等;重点阐述在3DS MAX环境下建筑物的建模、材质贴图、灯光设置等关键技术并对三维场景虚拟漫游设置作了必要论述;最终实现对校园三维景观及教学环境的数字化和虚拟化。     

贯通测量误差预计参数的分析与确定

贯通测量误差预计多采用规程规定的测量参数,而规程参数多假设在比较理想的环境下,是经过相应理论推导的结果。但是由于各矿井的具体条件不同,在巷道贯通后分析巷道贯通误差,以现用规程规定的误差参数预计的误差与实际差别较大。因此,各矿要根据自己实际情况的不同,进行误差预计参数的确定。本文首先对贯通测量误差参数的类型和重要性进行了综合评述,并对其中地面控制网误差参数和井下控制网误差参数的理论确定方法进行了介绍,用实测资料进行确定。     

自升式平台穿刺计算方法探讨

自升式平台的穿刺会对平台结构或桩腿造成不同程度的损伤,因此非常有必要对作业井位进行插桩穿刺安全性评估。在总结国内外穿刺计算方法的基础上,首先分析了接近穿刺状态下上覆砂层的抗剪切能力,对桩基承载力公式进行了修正;然后对穿刺安全系数进行了探讨,推荐了平台作业期处于台风季时采用的安全系数;最后提出了更完善的穿刺分析和作业流程,并以HYSY9××平台在某井位插桩计算为例验证了所提出的方法。     

越冬花椰菜气候适应性研究及灾害防御技术

2002~2004年试验研究结果表明,越冬花椰菜幼苗期适宜温度为15~25℃,最低温度5~7℃,最高温度25~30℃。莲座期适宜温度为4~20℃,最低-1~-3℃,最高21~22℃。花球形成期适宜温度一般为14~21℃,最低8~10℃,最高21~30℃。花椰菜生育期耗水量在767.2~933.5 mm之间,水分利用效率最高,超过950 mm或低于510 mm水分利用效率均显著降低。花椰菜生育期间低温冷害和高温伤害是造成减产和品质降低的主要气象灾害。     

A shear‐dilation‐based model for evaluation of hydraulically stimulated naturally fractured reservoirs

The role of shear dilation as a mechanism of enhancing fluid flow permeability in naturally fractured reservoirs was mainly recognized in the context of hot dry rock (HDR) geothermal reservoir stimulation. Simplified models based on shear slippage only were developed and their applications to evaluate HDR geothermal reservoir stimulation were reported. Research attention is recently focused to adjust this stimulation mechanism for naturally fractured oil and gas reservoirs which reserve vast resources worldwide. This paper develops the overall framework and basic formulations of this stimulation model for oil and gas reservoirs. Major computational modules include: natural fracture simulation, response analysis of stimulated fractures, average permeability estimation for the stimulated reservoir and prediction of an average flow direction. Natural fractures are simulated stochastically by implementing ‘fractal dimension’ concept. Natural fracture propagation and shear displacements are formulated by following computationally efficient approximate approaches interrelating in situ stresses, natural fracture parameters and stimulation pressure developed by fluid injection inside fractures. The average permeability of the stimulated reservoir is formulated as a function of discretized gridblock permeabilities by applying cubic law of fluid flow. The average reservoir elongation, or the flow direction, is expressed as a function of reservoir aspect ratio induced by directional permeability contributions. The natural fracture simulation module is verified by comparing its results with observed microseismic clouds in actual naturally fractured reservoirs. Permeability enhancement and reservoir growth are characterized with respect to stimulation pressure, in situ stresses and natural fracture density applying the model to two example reservoirs. Copyright © 2002 John Wiley & Sons, Ltd.