我国最大的悬臂结构机库设计与竖向地震力的试验研究

阐明如何在学习国外先进经验基础上,结合我国国情,设计出这个中国最大也是亚洲最大的悬臂结构机库。在许多关键性技术上,做出了较好的尝试。实践证明,完全可靠,为今后设计同类结构提供了宝贵经验,尤其是对长悬臂结构竖向地震力,做了较系统的试验研究,提出了一批有价值的科学数据。这对今后悬臂结构竖向地震力的计算和规范修订都有参考依据。     

小城镇成长机制及其规划启示

一、目前小城镇成长中存在的主要问题目前国内对小城镇界定认识不一。笔者认为小城镇应为建制镇和县城。未来条件好的县城应逐步设为小城市,小城镇主要为县城以外的建制镇,且小城镇人口应达到一定规模,以3万人以上为宜。我国目前小城镇一是规模小、数量多,缺乏重点,不是有序建设,而是一哄而起,盲目追求数量;多数镇是行政建镇和乡改镇的产物,缺乏经济基础和非农产业支撑,缺乏吸引力和辐射功能,大多处于传统的农业经济阶段。二是缺乏科学的区域城镇体系规划和总体规划,小城镇定位缺乏依据,产业结构雷同,缺乏个性;企业规模小、布局分散,难以形…     

Combined nitrification/denitrification in a membrane reactor

An ever stricter legislation regulating wastewater leads to an increasing demand for biological treatment plants which are able to selectively eliminate nitrogen from wastewaters with a high influent concentration, even when operating in partial influent mode. A membrane-tube-module (MSM) reactor (Membran-Schlauch-Modul-Reaktor) was constructed and realized in the IUV at the University of Bremen. The present approach makes use of all the various layers of the whole biofilm, enabling nitrification and denitrification processes to run simultaneously in one and the same biofilm under optimized conditions. The biological degradation capacity of the system was first successfully tested with synthetic wastewater, and subsequently in a real application with effluents from a recycling of animal carcasses plant and from a coke-oven plant. A mathematical model was devised which describes this biofilm system. The resulting equations were solved by means of the simulation software AQUASIM.     

福日电器厂房预应力梁设计

通过对福日电器厂房预应力梁的设计研究,对于预应力梁截面的选取,大跨度连续跨预应力的运用,转换梁的筋方式等进行了探讨,为今后预应力梁的设计积累了更多的经验。     

Large bending of pipes

The computer model developed has been used successfully for studying the large pipe-bending problem frequently encountered in offshore structural engineering. The pipe-soil interaction is modelled by using the Coulomb friction law. The modified finite element approach coupled with a modified tangent stiffness procedure is used to handle the nonlinearities (geometric and material, etc.) in the problem. The material nonlinearity has been considered both by the plastic-hinge method and by an elastic-plastic method. Before studying the practical problems, sufficient check problems were analysed and a good agreement was found between theoretically exact solutions and the results obtained from the developed computer model.     

框架结构层间相对位移变化量在结构损伤检测中的应用

以平面框架为例,通过分析结构的横向柔度,深入研究了局部构件损伤对框架水平位移变化的影响机理特征。基于上述工作,利用框架的层间相对水平位移变化量(RDCSF)作为损伤特征参数,结合神经网络设计,对结构进行损伤检测分析。     

THE INCREASING EFFECTS OF ZEBRA MUSSELS ON WATER INSTALLATIONS IN ENGLAND

The zebra mussel, Dreissena polymorpha, is a major biofouling pest of water treatment works, irrigation systems and power stations in Europe and North America. This paper documents current problems associated with zebra mussels in English waterworks. Questionnaires and manual surveys conducted between 2001 and 2003 have revealed that over 30 water treatment works in England suffer problems associated with zebra mussels. Hundreds of tonnes of mussels are being removed each year from raw water intakes, pipelines and reservoirs. Problems have increased in. the last five years, due to a spread in the range of zebra mussels around England and the cessation of chemical treatment at the intakes of many treatment facilities during the 1990s. The importance of taking control of zebra mussels into account in planning new water supply schemes is highlighted.     

The Italian national survey of indoor radon exposure

An investigation is being developed by the Camitato Nazionale per la Ricerca e per lo Sviluppo dell'Energia Nucleare e delle Energie Alternative, ENEA, to assess the indoor exposure of the Italian population. The programme, which started in 1982, includes regional and local surveys in all the administrative districts and intensive investigations of factors which influence indoor radon levels. The survey is organized by statistical areas of sampling to obtain representative samples of houses. The definition of the areas takes into account basic parameters e.g. geolithological environments, radon soil gas from underlying soils and rocks, specific activities of local building materials, climatic and seasonal variations, building technology, types of houses and town planning. The collected data may also be used for the compilation of radon risk maps to plan special monitoring and remedial actions if needed. Preliminary results concerning the above items are discussed.     

Impact of calcium and TOC on biological acidification assessment in Norwegian rivers

Acidification continues to be a major impact in freshwaters of northern Europe, and the biotic response to chemical recovery from acidification is often not a straightforward process. The focus on biological recovery is relevant within the context of the EU Water Framework Directive, where a biological monitoring system is needed that detects differences in fauna and flora compared to undisturbed reference conditions. In order to verify true reference sites for biological analyses, expected river pH is modeled based on Ca and TOC, and 94% of variability in pH at reference sites is explained by Ca alone, while 98% is explained by a combination of Ca and TOC. Based on 59 samples from 28 reference sites, compared to 547 samples from 285 non-reference sites, the impact of calcium and total organic carbon (TOC) on benthic algae species composition, expressed as acidification index periphyton (AIP), is analyzed. Rivers with a high Ca concentration have a naturally higher AIP, and TOC affects reference AIP only at low Ca concentrations. Four biological river types are needed for assessment of river acidification in Norway based on benthic algae: very calcium-poor, humic rivers (Ca < 1 mg/l and TOC > 2 mg/l); very calcium-poor, clear rivers (Ca < 1 mg/l and TOC < 2 mg/l); calcium-poor rivers (Ca between 1 and 4 mg/l); moderately calcium rich rivers (Ca > 4 mg/l). A biological assessment system for river acidification in Norway based on benthic algae is presented, following the demands of the Water Framework Directive.     

北京黄村立交桥橡胶支座更换施工

北京黄村立交桥地处京开高速躇段，交通负荷繁重，使用2年后，桥台位置处的圆形板式橡胶有不同程度的偏位：在不阻断交通的前提下，采用YBD250-18扁形专用千斤顶成功完成了24块橡胶支座的复位或更换。