CALCULATING SYSTEM FOR SECOND-ORDER EFFECT IN THE COLUMNS OF REINFORCED CONCRETE FRAMES

This paper makes an analysis and comparison of the calculatingsystem for second-order effect in columns of reinforced concrete frames proposedby scholars at home and abroad,and the systems adopted by codes of manycountries.The focus is on explaining the conceptual error and deficiency in somemethods.After expounding the basic law of the second-order effect in framecolumns with different restraints,this paper suggests an improvement of thecalculating system for second-order effect in frame columns for China's DesignCode of Concrete Structures.     

PROBABILISTIC EVALUATION FOR STEEL FRAME COLUMNS OF TALL BUILDINGS

Based on properties of parameters and test data of dom-estic steel,this paper analyses the reliability and partial coefficient forresistance of steel frame columns of tall builings.The result may serveas a scientific basis.It is not only for domestic steel instead of importedsteel in building tall steel structures,but also for compiling concerendstandards.     

Resource Management in Application System

Application system generally refers to all kinds of computer information system. It aims at improving the sharing and application of the resource. The resource in application system usually means data resource. For computer management and maintenance, there are not only data resource, but also program resource and network resource. Effective management of this resource is key to ensure proper work of the application system. In this paper, the basic pattern and policy for resource management is put forward and a method to build and realize the resource layer that lies between database layer and application layer is to be found. This management layer, which skillfully connects the application system with resource and establishes good base for application and exploitation of system, is named as resource management system.     

COUPLING ANALYSIS METHOD FOR INTERACTION BETWEEN FOUNDATION WITH CAVERN AND FRAME STRUCTURE

In this paper,the interaction between foundation withcavern and frame structure is studied by the coupling methods of BEMand FEM.On the interface between the foundation and structure,thecoupling analysis needs to satisfy both the condition of displacementcompatibility and force equilibrum.A calculating program for two-dim-ensional problem is worked out in the computer,SIEMENS 7570C.Twoengineering examples are calculated and the results are compared withthose obtained by the comventional simplified method and with the observedresults from the engieering structures.It indicates that it is necessaryfor the weak rock foundation with shallow cavern,in the buried depth,to take the interaction into account.     

A PRACTICAL METHOD OF DESIGNING WALL BEAMS IN FRAMES

Brick masonry wall-beams in frames are girders,carrying brick masonrywalls in buildings with only one or two storied reinforced concrete frames atthe bottom of it.How to anaIyse and design such an element is an outstand-ing problem.In this case,there are no analytical and designing rules in thestate code in force.Therefore,designers have to seek other methods,in whichmost are very conservative and expensive.In order to change this case,thispaper provides an analytical and practical mathod for designers.     

基于框架理论的变电站操作票自动生成系统

介绍了一种基于框架理论的变电站操作票自动生成系统。该系统用框架知识表示法来描述电力系统的设备参数，建构了一个直观的、层次分明的数据结构。通过融合框架理论于面向对象的语言VC 中，开发出了一个集通用、实用、智能于一体的操作票专家系统。     

大型渡槽槽身施工技术进展

阐述我国大型渡槽槽身施工技术的若干最新进展，并探讨了大型梁式渡槽槽身施工中的支撑浇筑系统、伸缩缝止水、预应力张拉等问题，提出大型渡槽槽身施工中支撑系统、施工方法、预应力张拉次序的选择，可供实际工程施工借鉴。     

我国龙眼产业化进程中的问题与对策

我国龙眼在产业化进程中,存在着种植品种结构发展不平衡,生产经营规模化、标准化程度低;品牌未形成、市场建设滞后、缺乏行业自律和深加工比例少;科研投入不足,技术力量薄弱,缺乏整体布局等问题。提出采用调整优化龙眼品种结构,培育“龙头企业”,组建龙眼产业协会与合作社,严格企业自律,建设集散市场;实行标准化生产,树立品牌;实施冷链流通,建设完整的物流系统;加大龙眼采后深加工研发投入,促进产业结构优化;按ISO、HACCP等国际认证体系规范我国龙眼产业,建立高效联动的信息发布和预警预报机制等对策。