桐子壕航电工程施工综述

桐子壕航电工程自2000年9月开工以来，已历经一期一枯，一汛，一期二枯，到目前为止，完成混凝土浇筑量42万m^3，土石方开挖106万m^3，顺利完成二枯目标，安全进入了汛期施工，阐述了在施工中运用的新工艺及合理引进，采用的新材料新产品。     

智能家居自动化技术研究

智能家居由自动控制系统和管理系统两部分组成,控制系统和管理系统通过MODEM相连接家庭控制器(HAC),通过工业总线相互连接,并控制各种功能模块完成信息的采集、传输,实现安防功能、控制功能、娱乐功能、通讯功能。     

历史街区的保护与开发模式研究——以景德镇三闾庙历史街区保护开发规划为例

以联合国教科文组织关于历史城镇及城市地区保护的《ICOMOS宪章》为出发点,分析总结出历史街区价值的衡量标准和保护原则;将体验经济的原理与历史街区的价值分析相结合,提出历史街区旅游开发主题的确定方法和功能分布的组织原则;最后结合景德镇三闾庙历史街区保护开发规划实例进行详细说明,从而为历史街区的开发提供依据.     

Cyclic Flexure Tests of Masonry Walls Reinforced with Glass Fiber Reinforced Polymer Sheets

The research work reported here investigates the out-of-plane flexural behavior of masonry walls reinforced externally with glass fiber reinforced polymer (GFRP) sheets and subjected to cyclic loading. A full-scale test program consisting of eight wall specimens was conducted. Nine tests were performed, in which three parameters were studied. These included the level of compressive axial load, amount of internal steel reinforcement, and amount of externally bonded GFRP sheet reinforcement. Of the three parameters studied, varying the amount of GFRP sheets was the only parameter that significantly affected the behavior of the walls. The GFRP sheet reinforcement governed the linear response of the bending moment versus centerline deflection hysteresis. Increasing or decreasing the amount of GFRP sheet reinforcement either increased or decreased both the wall stiffness and the ultimate strength, respectively. Except for visible cracks, the walls maintained their structural integrity throughout the out-of-plane cyclic loading. The unloading/reloading paths for successive loading cycles were similar, indicating little degradation. Thus, the general behavior of the walls was very predictable. The system, therefore, could be used to advantageously rehabilitate older masonry structures that are inadequately reinforced to withstand seismic events. A simple model of the behavior is also presented to allow for the evaluation of the strength and deformation characteristics of these elements.     

塔里木盆地卡塔克2、3、4区块烃源条件

根据近年的钻井、测井及地化分析资料对卡塔克2、3、4区块烃源条件重新评价，认为该区块发育有中下寒武统、上寒武统一下奥陶统和中上奥陶统三个烃源岩层段，中上奥陶统灰泥丘和暗色泥岩为本区主要烃源岩。综合评价，卡塔克2、3、4区块烃源充足，该区油气勘探前景较好。     

Concurrent Pascal with backward error recovery: Language features and examples

The programming language Concurrent Pascal has been extended to include some language features that facilitate the writing of fault-tolerant software. As a result, it is possible now to (1) write operating systems with a measure of fault-tolerance, and (2) for such an operating system to support fault-tolerant user programs. The paper describes these language features and illustrates their use with the help of a few working examples.     

Architecture without numbers — CAAD based on a 3D modelling system

The paper describes an advanced demonstration system which brings together a number of recent developments in CAAD (computer-aided architectural design). This demonstration system illustrates how an important new form of input device, a 3D modelling systemm can be linked with building performance software and ‘indicative’ computer output graphics. The 3D modelling system uses electronically interrogable building elements. The user assembles these elements on a baseboard, providing a tangible model of the design. The model is then interrogated by the CAD system, which recovers the geometry data describing the topology of the model. The user changes the design by reassembling the model elements. A particular aspect of this demonstration is that the user has the option to generate building design data and assimilated building performance data without the need to handle this data in numeric form. It is likely that many of the features present in this demonstration system will be evident in future ‘production’ CAAD systems.     

Study of the mineral and phase composition of aluminosilicate refractory ShPD<Subscript>M</Subscript>-45 after service in an aluminum electrolyzer of OAO Zaporozh’e aluminum combine

Comprehensive studies have established that ShPD_M-45 refractory produced by OAO Zaporozhogneupor exhibits good anticorrosion properties towards the action of electrolysis bath corrosive extraneous components. The degree of degradation of ShPD_M-45 refractory after two years of service is 10%. The average concentration of entry of Na_g and F_tot into ShPD_M-45 refractory through hearth blocks with 50% graphite is correspondingly 4.08 × 10^–4 and 3.32 × 10^–4 g-mole/day. It is established that ShPD_M-45 refractory is a more reliable barrier material than unmolded aluminosilicate mixes. The penetration rate of corrosive components of the electrolysis bath into unmolded aluminosilicate materials is greater by a factor of 10 – 30 than for ShPD_M-45 refractory. It is shown that the protective function of titanium-containing components and glass phase in an electrolyzer lining develops as a result of forming fluoride, subfluoride and oxyfluoride titanium compounds. Industrial approval of ShPD_M-45 refractory under OAO Zaporozhe Aluminum Combine conditions has shown that it exhibits good operating properties in electrolyzers with hearth blocks with 50% graphite The authors thank D. V. Pruttskov and D. Yu. Boguslavskii for help with this work. Translated from Novye Ogneupory, No. 3, pp. 45 – 50, March 2009.     

历史文化街区保护和更新规划的实践探索——以邵阳市红旗路历史文化街区控制性详细规划为例

历史文化街区赋存的大量弥足珍贵的历史文化遗迹是延续和发展城市历史和文化的骨骼,具有不可替代的价值和作用。如何在科学发展观的指导下,建立科学可行的保护体系,同时通过合理的产业置换和功能更新,实现历史文化街区的可持续发展,对城市历史文化的传承和城市风貌特色的形成具有重要意义。本文在研究国内外有关历史文化街区保护的理论和方法基础上,结合邵阳市历史文化街区现状特征分析,在控制性详细规划层面针对历史文化街区的保护和更新规划进行实践探索,并提出了历史文化街区保护和更新两大规划体系和相应的规划策略,以期为历史文化街区同类规划提供参考。     

基于正交设计的滚石运动特征现场试验研究

 考虑滚石启动方式、斜坡覆盖层和植被特征、斜坡坡度、坡面长度、滚石形状和滚石质量等6个可能影响滚石运动特征的因素,按照正交设计现场滚石试验。在试验基础上,采用极差、方差和回归分析等手段,以滚石运动的加速度和滚石与坡面碰撞速度恢复系数作为评价指标,对影响滚石在斜坡上运动特征的6个因素进行分析。结果表明：影响滚石运动加速度的诸多因素中,斜坡坡度是主要因素,以下依次是滚石形状、斜坡覆盖层和植被特征、坡面长度、滚石质量和滚石启动方式;斜坡坡度、滚石形状和斜坡覆盖层及植被特征是滚石运动加速度的决定性因素;滚石运动加速度与上述决定性因素之间可用线性关系来描述。斜坡覆盖层和植被特征对滚石碰撞恢复系数起控制性作用,其他因素几平无影响;斜坡覆盖层与植被特征和碰撞恢复系数之间可用线性关系描述。所得成果为危岩体防治时冲击能量的确定提供了依据,提出危岩体整体防治的新的可行方法,对坡面地质灾害的防治有实际意义。