Web Services Workflows—Composition, Co-Ordination, and Transactions in Service-Oriented Computing

Web services can be seen as a newly emerging research area for Service-oriented Computing and their implementation in Service-oriented Architectures. Web services are self-contained, self-describing modular applications or components providing services. Web services may be dynamically aggregated, composed, and enacted as Web services Workflows. This requires frameworks and interaction protocols for their co-ordination and transaction support. In a Service-oriented Computing setting, transactions are more complex, involve multiple parties (roles), span many organizations, and may be long-running, consisting of a highly decentralized service partner and performed by autonomous entities. A Service-oriented Transaction Model has to provide comprehensive support for long-running propositions including negotiations, conversations, commitments, contracts, tracking, payments, and exception handling. Current transaction models and mechanisms including their protocols and primitives do not sufficiently cater for quality-aware and long running transactions comprising loosely-coupled (federated) service partners and resources. Web services transactions require co-ordination behavior provided by a traditional transaction mechanism to control the operations and outcome of an application. Furthermore, Web services transactions require the capability to handle the co-ordination of processing outcomes or results from multiple services in a more flexible manner. This requires more relaxed forms of transactions—those that do not strictly have to abide by the ACID properties—such as loosely-coupled collaboration and workflows. Furthermore, there is a need to group Web services into applications that require some form of correlation, but do not necessarily require transactional behavior. The purpose of this paper is to provide a state-of-the-art review and overview of some proposed standards surrounding Web services composition, co-ordination, and transaction. In particular the Business Process Execution Language for Web services (BPEL4WS), its co-ordination, and transaction frameworks (WS-Co-ordination and WS-Transaction) are discussed.

The study of oxygen spillover and back spillover on Pt/TiO2 by a potential dynamic sweep method

Oxygen spillover and back spillover on Pt/TiO2 catalysts have been studied by a potential dynamic sweep method. The characteristics of I-V profiles of Pt/TiO2 electrodes in the three potential sweep regions are different from those of Pt and TiO2 electrodes. The catalytic role of Pt/TiO2 in oxygen spillover and back spillover is identified. It decreases, and the electrochemical oxygen adsorption (or desorption) increases with elevating temperature of hydrogen post-treatment of Pt/TiO2; to a certain extent (hydrogen post-treatment of Pt/TiO2 at 700 degrees C), the control step of oxygen electrode process (anodic oxidation or cathodic reduction) changes from oxygen diffusion to electrochemical oxygen adsorption or desorption, respectively. Increasing the amount of Pt supported on TiO2 enhances the processes of oxygen spillover and back spillover. (C) 1999 Elsevier Science B.V. All rights reserved.

Stability of GaAs photocathodes under different intensities of illumination

The photocurrent curves of reflection-mode GaAs photocathodes as a function of time, when were illuminated by white light with an intensity of 0, 33 and 100 Ix, respectively, were measured using a multi-information measurement system. The calculated lifetimes of cathodes are 320, 160 and 75 min, respectively, showing that the stability of cathodes degraded with the increase of light intensity. The lifetime of cathode, illuminated by white light with an intensity of 100 Ix, while no photocurrent was being drawn during the illumination, was 100 min. Through comparison, we found that the influence of illumination on cathodes stability is greater than that of photocurrent. The quantum-yield curves of cathodes as a functions of time, when illuminated by white light with an intensity of 33 Ix, were measured also. The measured results show that the shape of the yield curves changes with increasing illumination time due to the faster quantum-yield degradation rate of low energy photons. Based on the revised quantum-efficiency equations for the reflection-mode cathodes, the variation of yield curves are analyzed to be due to the intervalley diffusion of photoelectrons and the evolution of the surface potential barrier profile of the photocathodes during degradation process.

A velocity map ion-imaging study on C2H5SH and C3H7SH photodissociation at 243 nm

Photodissociation dynamics Of C2H5SH, i-C-3-H7SH and n-C3H7SH at 243.1 nm were investigated using velocity map ion-imaging method. H-atom photolysis products were detected by a (2 + 1) resonance enhanced ionization scheme. Both the angular distribution and translational energy distribution of the H-atom elimination processes were determined from the ion images of the H-atom products. The experimental results indicate that the H-atom eliminations from these molecules are mainly direct and fast dissociation processes from a repulsive potential energy state. And a more statistical dissociation process that likely occurs oil the ground state via internal conversion has also been observed. Dissociation energies of the S-H bonds are also derived from the H-atom product translational energy distributions. (C) 2002 Elsevier Science B.V. All rights reserved.

靶向斑马鱼VEGF的shRNA表达载体的构建及其对斑马鱼胚胎血管发育的影响

血管内皮生长因子(vascular endothelial growth factor, VEGF)是一种多功能的细胞因子，其主要作用是促进血管内皮细胞增殖和增加血管通透性，是肿瘤及正常组织血管生成的中心调控因素，以VEGF为靶点的肿瘤血管靶向性治疗成为近几年肿瘤治疗的新途径。RNAi是近年来新发展的一项反向遗传学技术，是一种研究基因功能的有力工具。斑马鱼作为一种重要的模式生物，被广泛用于胚胎的分子发育机制、疾病模型的构建以及药物筛选等研究中。然而在斑马鱼中运用RNAi技术进行基因功能研究是一个相对较新的领域，研究资料较少，并且目前进行的斑马鱼RNAi实验中，siRNA大都是通过化学方法或体外转录合成的。体外合成的siRNA在进入体内后会被降解而无法达到持久阻抑基因表达的目的。因此本研究旨在探讨VEGF特异性siRNA表达载体对斑马鱼VEGF基因的沉默作用，通过分析表型及相关细胞因子的变化，阐明VEGF对斑马鱼胚胎血管生成的影响及作用机制。 研究通过计算机辅助设计软件，针对斑马鱼VEGF mRNA不同位点设计合成了4段含siRNA特异序列的DNA单链，经退火，克隆入pSilencer 4.1-CMV neo载体CMV启动子下游，构建了重组质粒pS1-VEGF、pS2-VEGF、pS3-VEGF及pS4-VEGF。 通过显微注射的方法将载体导入1-2细胞期斑马鱼体内，于胚胎发育的48 h采用RT-PCR的方法检测VEGF基因的表达量，研究不同干扰序列对VEGF基因表达的干涉作用。结果显示，针对不同位点的表达载体对VEGF基因表达的抑制效率有显著差异。它们对VEGF mRNA的抑制率分别为80.5%，42.8%，12.5%，40.7%。通过筛选我们得到了一条具有高效抑制作用的载体pS1-VEGF，该载体的相应序列靶向斑马鱼两个主要异构体VEGF165和VEGF121的共有外显子序列。 形态学检测结果显示，注射了pS1-VEGF的胚胎出现了心包膜水肿、血流速度减慢、循环红细胞堆积等症状。定量碱性磷酸酶染色显示，注射pS1-VEGF能够抑制斑马鱼胚胎新生血管的形成，当注射剂量为0.4 ng时，血管生成的抑制率为31.8%。NBT/BCIP血管染色显示，注射该载体后72 h，50%的斑马鱼肠下静脉、节间血管以及其它血管的发育受到不同程度的抑制。随着注射剂量的加大，血管发育受抑制的情况也随之加重，当注射剂量为1 ng时，只有心脏、头部及卵黄有血液循环。对干扰效果的特异性进行了研究，结果表明pS1-VEGF对斑马鱼内源基因胸苷酸合成酶（thymidylate synthase, TS）基因的表达没有明显的抑制作用。针对TS基因的shRNA表达载体及与斑马鱼没有同源性的对照载体对VEGF基因表达也没有明显的抑制作用。浓度梯度实验表明在0-1.2 ng的范围内干扰效果具有剂量依赖性。 以胚胎整体原位杂交的方法检测质粒对VEGF基因受体NRP1基因表达的影响，发现VEGF特异性shRNA表达载体能够引起NRP1基因表达的降低，说明斑马鱼中VEGF所介导的血管生成作用至少在部分上是依赖于NRP通路所调节的。 本研究工作为进一步研究斑马鱼基因功能、VEGF调控网络提供了一个快速、有效的手段，为阐明斑马鱼的血管生成机制提供了新的资料，为采用RNAi技术，以VEGF为靶点，以斑马鱼为模型对肿瘤进行基因治疗研究奠定了基础。

悬索桥隧道式锚碇与围岩系统的破坏模式研究

The anchorages are unparalleled structures only in a suspension bridge, and as main bearing facilities, play an important role in connecting the superstructures and the ground. The tunnel anchorage, as one alternative type of the anchorages, has more advantages over its counterpart, the gravity anchorage. With the tunnel anchorages adopted, not only can surface excavation be reduced to protect the environment, and natural condition of the rock be utilized and potential bearing capacity of surrounding rock be mobilized to save engineering cost, but also the technological predominance of auxiliary engineering measures, such as prestressed concrete, anchoring piles, rock anchors and collar beam between the two separated anchorages, can be easily cooperated to work together harmoniously under the circumstances of poor rock quality. There are plentiful high mountains and deep canyons in west part of China, and long-span bridge construction is inevitably encountered in order to realize leapfrogging development of the transportation infrastructure. Western mountainous areas usually possess the conditions for constructing tunnel anchorages, and therefore, the tunnel anchorages, which are conformed to the conception of resource conservative and sustainable society, extremely have application and popularization value in western underdeveloped region. The scientific and technological problem about the design, construction and operation of tunnel anchorages should be further investigated. Combining the engineering of western tunnel anchorages for the Balinghe Suspension Bridge, this paper probed into the survey method and in-situ test method for tunnel anchorages, scientific rock quality evaluation of surrounding rock to provide reasonable physical and mechanical parameters for design, construction and operation of tunnel anchorages, bearing capacity estimation for tunnel anchorage, deformation prediction of the anchorage-rockmass system, tunnel-anchorage slope stability analysis and the evaluation of excavation stability and degree of safety of the anchorage tunnel. The following outcomes were obtained: 1. Materials of tunnel anchorages of suspension bridge built (and in progress) at home and abroad were systematically sorted out, with the engineering geological condition and geomechanical property of surrounding rock around the anchorage tunnel, the design size of anchorages and the construction method of anchorage tunnel paid more emphasis on, to unveil the internal relationship between the engineering geological conditions of surrounding rock and the design size and axis angle of anchorages and provide references for future design, construction and study of tunnel anchorages. 2. Physical and mechanical parameters were recommended based on three domestic and foreign methods of rock quality evaluation. 3. In-situ tests, adopting the back-thrust method, of two kinds of reduced scale model, 1/30 and 1/20, for the tunnel anchorages were conducted in the declining exploration drift with rock mass at the test depth being the same as surrounding rock around real anchorages, and reliable field rockmass displacement data were acquired. Attenuation relation between the increment of distance from the anchorage and the decrement of rockmass displacement under maximum test load, and influential scope suffered by anchorage load were obtained. 4. Using similarity theory, the magnitude of real anchorage and rockmass displacement under design load and degree of safety of the anchorage system were deduced. Furthermore, inversion analysis to deformation modulus of slightly weathered dolomite rock, the surrounding rock of anchorage tunnel, was performed by the means of numerical simulation. 5. The influential law of the geometrical size to the limit bearing capacity of tunnel anchorage was studied. 6. Based on engineering geological survey data, accounting for the combination of strata layer and adverse discontinuities, the failure patterns of tunnel anchorage slope were divided into three modes: sliding of splay saddle pier slope, superficial-layer slippage, and deep-layer slippage. Using virtual work principle and taking anchorage load in account, the stability of the three kinds of failure patterns were analyzed in detail. 7. The step-by-step excavation of anchorage tunnel, the numerical overload and the staged decrement of rock strength parameters were numerically simulated to evaluate the excavation stability of surrounding rock around anchorage tunnel, the overload performance of tunnel anchorage, and the safety margin of strength parameters of the surrounding rock.