拉普拉斯变换的图形分析

以单边指数函数为例，分析了拉普拉斯变换象函数F(s)在其收敛域内随σ和ω的变化规律，通过|F(s)|曲面图来观察这些规律，并解释了图中某些特定点及剖面的含义，以形象化的方式加深对拉普拉斯变换的认识。借助MATLAB的绘图功能绘制出F(s)的曲面图、剖面图及信号的频谱图，从中可以观察到频域与复频域的关系以及系统函数的零极点分布等。     

震源延迟叠加技术及应用效果

延迟叠加爆炸是针对高分辨率和深层地震勘探而提出来的一种激发方式。这种激发方式能在保证地震分辨率的前提下有效提高地震波能量 ,在地震波的入射角范围内 ,有效克服非球形炸药激发引起的地震波传播的方向性。应用弹性波动力学对多级延迟爆炸进行理论研究 ,结合实际试验资料 ,研究了延迟爆炸情况下激发参数对地震波能量、主频、频宽等的影响。从几何地震学出发 ,分析了不同时间激发的地震波在地下空间中的干涉情况 ,对其能量传播的方向性进行了研究。理论分析和试验效果表明 ,延迟叠加震源与相同药量的普通震源相比 ,激发地震波的主频高 ,频带宽 ,增强了下传能量 ,降低了次生干扰 ,在高分辨率和深层地震勘探中具有明显的优势。     

Concast连铸机自控系统简介

天津钢铁有限公司引进了瑞士Concast公司6机6流方、圆坯连铸机及相关技术，文章简要介绍了Concast连铸机的自动控制系统的特点和功能。     

土钉支护在深基坑开挖中的应用

深圳某银行办公楼的深基坑支护采用了土钉支护，不但保证了施工质量，而且缩短了工期，减少了投资，以此工程为例介绍了土钉支护的土力学参数计算、结构设计、施工方案、技术措施和取得的显著效果。     

Empirical modelling of shear strength of RC deep beams by genetic programming

This paper investigates the feasibility of using genetic programming (GP) to create an empirical model for the complicated non-linear relationship between various input parameters associated with reinforced concrete (RC) deep beams and their ultimate shear strength. GP is a relatively new form of artificial intelligence, and is based on the ideas of Darwinian theory of evolution and genetics. The size and structural complexity of the empirical model are not specified in advance, but these characteristics evolve as part of the prediction. The engineering knowledge on RC deep beams is also included in the search process through the use of appropriate mathematical functions.The model produced by GP is constructed directly from a set of experimental results available in the literature. The validity of the obtained model is examined by comparing its response with the shear strength of the training and other additional datasets. The developed model is then used to study the relationships between the shear strength and different influencing parameters. The predictions obtained from GP agree well with experimental observations.     

大尺寸重负荷尾管悬挂器的研制与应用

尾管固井可降低固井成本、提高固井质量,随着井深的增加和井身结构的变化,大尺寸尾管固井作业越来越多,其应用的成败直接影响着固井的质量。目前国内所用的大尺寸尾管悬挂装置多为进口产品,成本较高,为此,研制了SSX-A型?339.7mm×?244.5mm双锥双液缸液压尾管悬挂器。通过室内性能测试和现场成功应用表明,该悬挂器结构合理、性能可靠,具有悬挂负荷大,倒扣丢手操作简单易行,密封机构可随送入工具一同提出,不需下钻钻除等特点,各项技术指标达到国外同类产品水平,具有广泛的推广应用前景。     

深井塑性水泥浆体系研究

在深井的固井过程中经帮会面临大段盐膏层固井问题。深井本身具有井深、温度高、水泥环薄的特点，再加上地层盐水的侵入而使水泥浆性能发生变化，加大了固井难度；而且一般水泥石本身具有硬和脆的性质，易受后续施工、射孔或地下复杂作用力的影响而发生脆裂，或与套管、井壁剥离。采用以改性纤维为主要材料的早强增塑剂QA研究出了深井抗盐塑性水泥浆体系。对塑性水泥浆的惜规性能和抗盐、抗温能力及密度可调性进行了试验分析研究。试验结果表明，加入QA的水泥浆的惜规性能指标与不加QA的水泥浆接近，但水泥石抗裂程度明显提高，抗压强度增加25％～30％，7d的抗冲击韧性提高16．6％～22．3％，抗折强度提高18％～21％，弹性模量降低约17％；而且水泥浆抗盐性能优良，使用温度和密度范围宽，与各类外加剂配伍性好，流变性好，直角稠化，强度发展快，粘接强度高，有利于复杂地层的固井施工；工艺简单，操作方便，适宜现场推广运用。     

Structure and processability of iodinated poly(vinyl alcohol). IV. Drawability of the films iodinated at solution before casting

The drawability of iodinated at solution before casting (IBC) polyvinyl alcohol films prepared by casting aqueous solutions of 10 wt % PVA containing 15.2, 39.8, 83.2, 117.0, and 140.1% was examined with a tensile tester at 20–60°C. The tensile behavior of IBC films showed that the yield and breaking loads were much lower, and the breaking elongation was even higher than those of the unoriented iodinated after casting (IAC) films as well as the untreated PVA films. The maximum draw ratios of the films with the weight gain of 15.2, 39.8, 83.2, 117, and 140.1% were 4.5, 5.5, 8.5, 8.0, and 7.5, respectively, which were achieved at 20°C in all. The crystallinity of all films increased by the maximum draw, regardless of crystallinity before drawing. The crystalline structure was recovered to the original PVA crystalline lattice by deiodination. Amorphous orientation and initial moduli increased with the maximum draw ratio, while the orientation of crystals was constant. The orientation and moduli increased up to the weight gain of 83.2%, whose highest draw ratio and initial modulus were 8.5 and of 7.1 GPa, respectively, and then decreased. © 2007 Wiley Periodicals, Inc. J Appl Polym Sci 2008     

大庆油田葡深1井射孔及测试

葡深1井完钻井深5500m，井温高达200℃以上，射孔、测试施工难度大。经过针对性的射孔测试设计和模拟试验，成功地完成了二层射孔及测试，射孔弹发射率100％，获取了合格的地层测试资料，为该地区下步深层勘探布署提供了科学依据。     

机构设计在大型柱面网壳结构施工中的应用

 将机械行业中的机构运动概念应用到大型柱面网壳结构的施工，提出一种“折叠展开式”整体提升施工技
术． 详细阐述了该项施工方法的基本思想，并推导机构运动过程的运动学和动力学公式． 通过一个工程算例的分
析，总结机构运动和动力特性．计算结果证明机构运动过程中产生的动力效应不明显，处于“折叠”状态的网壳能够
承受施工荷载．该项新技术在亚洲最大跨度的柱面网壳结构的施工中得到了成功应用，证明了它的实用性和优越性．