Design of information architecture of the web site of the Faculty of Industrial Engineering and Tourism of the Universidad Central “Marta Abreu” de Las Villas (Cuba)

The information architecture supports information retrieval by users in Web environment. The design should be center in the information user, favoring usability. The Faculty of Industrial Engineering and Tourism of the Universidad Central "Marta Abreu" de Las Villas, lacks a site that enhances the disclosure of information to its members. Are presented as objectives of the study: 1) conduct a user survey to identify information needs of users, 2) establish guidelines for information architecture for the institution focused on users, 3) designing the information architecture for the institution and 4) designed to evaluate the proposal. Are presented as objectives of the study: 1) to realize a user study to identify the information needs of users, 2) establish guidelines for information architecture for the institution focused on users, 3) to design the information architecture for the institution and 4) to evaluate the proposal designed. To obtain results are used methods in the theoretical and empirical levels. Besides, are use techniques that favored the design and evaluation. Is designed the intranet of the Faculty of Industrial Engineering and Tourism. Is evaluated the proposed design for the validation of the results.

Flexural behaviour and design of hollow flange steel beams

The LiteSteel Beam (LSB) is a new hollow flange channel section developed by OneSteel Australian Tube Mills using a patented Dual Electric Resistance Welding technique. The LSB has a unique geometry consisting of torsionally rigid rectangular hollow flanges and a relatively slender web. It is commonly used as rafters, floor joists and bearers and roof beams in residential, industrial and commercial buildings. It is on average 40% lighter than traditional hot-rolled steel beams of equivalent performance. The LSB flexural members are subjected to a relatively new Lateral Distortional Buckling mode, which reduces the member moment capacity. Unlike the commonly observed lateral torsional buckling of steel beams, lateral distortional buckling of LSBs is characterised by simultaneous lateral deflection, twist and web distortion. Current member moment capacity design rules for lateral distortional buckling in AS/NZS 4600 (SA, 2005) do not include the effect of section geometry of hollow flange beams although its effect is considered to be important. Therefore detailed experimental and finite element analyses (FEA) were carried out to investigate the lateral distortional buckling behaviour of LSBs including the effect of section geometry. The results showed that the current design rules in AS/NZS 4600 (SA, 2005) are over-conservative in the inelastic lateral buckling region. New improved design rules were therefore developed for LSBs based on both FEA and experimental results. A geometrical parameter (K) defined as the ratio of the flange torsional rigidity to the major axis flexural rigidity of the web (GJf/EIxweb) was identified as the critical parameter affecting the lateral distortional buckling of hollow flange beams. The effect of section geometry was then included in the new design rules using the new parameter (K). The new design rule developed by including this parameter was found to be accurate in calculating the member moment capacities of not only LSBs, but also other types of hollow flange steel beams such as Hollow Flange Beams (HFBs), Monosymmetric Hollow Flange Beams (MHFBs) and Rectangular Hollow Flange Beams (RHFBs). The inelastic reserve bending capacity of LSBs has not been investigated yet although the section moment capacity tests of LSBs in the past revealed that inelastic reserve bending capacity is present in LSBs. However, the Australian and American cold-formed steel design codes limit them to the first yield moment. Therefore both experimental and FEA were carried out to investigate the section moment capacity behaviour of LSBs. A comparison of the section moment capacity results from FEA, experiments and current cold-formed steel design codes showed that compact and non-compact LSB sections classified based on AS 4100 (SA, 1998) have some inelastic reserve capacity while slender LSBs do not have any inelastic reserve capacity beyond their first yield moment. It was found that Shifferaw and Schafer’s (2008) proposed equations and Eurocode 3 Part 1.3 (ECS, 2006) design equations can be used to include the inelastic bending capacities of compact and non-compact LSBs in design. As a simple design approach, the section moment capacity of compact LSB sections can be taken as 1.10 times their first yield moment while it is the first yield moment for non-compact sections. For slender LSB sections, current cold-formed steel codes can be used to predict their section moment capacities. It was believed that the use of transverse web stiffeners could improve the lateral distortional buckling moment capacities of LSBs. However, currently there are no design equations to predict the elastic lateral distortional buckling and member moment capacities of LSBs with web stiffeners under uniform moment conditions. Therefore, a detailed study was conducted using FEA to simulate both experimental and ideal conditions of LSB flexural members. It was shown that the use of 3 to 5 mm steel plate stiffeners welded or screwed to the inner faces of the top and bottom flanges of LSBs at third span points and supports provided an optimum web stiffener arrangement. Suitable design rules were developed to calculate the improved elastic buckling and ultimate moment capacities of LSBs with these optimum web stiffeners. A design rule using the geometrical parameter K was also developed to improve the accuracy of ultimate moment capacity predictions. This thesis presents the details and results of the experimental and numerical studies of the section and member moment capacities of LSBs conducted in this research. It includes the recommendations made regarding the accuracy of current design rules as well as the new design rules for lateral distortional buckling. The new design rules include the effects of section geometry of hollow flange steel beams. This thesis also developed a method of using web stiffeners to reduce the lateral distortional buckling effects, and associated design rules to calculate the improved moment capacities.

Shear tests of Litesteel beams with web openings

This paper presents the details of experimental studies on the shear strength of a recently developed, cold-formed steel beam known as LiteSteel Beam (LSB) with web openings. The innovative LSB sections have the beneficial characteristics of torsionally rigid closed rectangular flanges combined with economical fabrication processes from a single strip of high strength steel. They combine the stability of hot-rolled steel sections with the high strength to weight ratio of conventional cold-formed steel sections. The LSB sections are commonly used as flexural members in the building industry. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. Shear behaviour of LSBs with web openings is more complicated while their shear strengths are considerably reduced by the presence of web openings. However, limited research has been undertaken on the shear behaviour and strength of LSBs with web openings. Therefore a detailed experimental study involving 26 shear tests was undertaken to investigate the shear behaviour and strength of different LSB sections. Simply supported test specimens of LSBs with an aspect ratio of 1.5 were loaded at midspan until failure. This paper presents the details of this experimental study and the results. Experimental results showed that the current design rules in cold-formed steel structures design codes (AS/NZS 4600) [1] are very conservative for the shear design of LSBs with web openings. Improved design equations have been proposed for the shear strength of LSBs with web openings based on experimental results from this study.

Shear strength of LiteSteel beams with web openings

This paper presents the details of numerical studies on the shear strength of a recently devel-oped, cold-formed steel channel beam known as LiteSteel Beam (LSB) with web openings. The LSB sections are commonly used as floor joists and bearers in residential, industrial and commercial buildings. In these ap-plications they often include web openings for the purpose of locating services. This has raised concerns over the shear capacity of LSB floor joists and bearers. Therefore experimental and numerical studies were under-taken to investigate the shear behavior and strength of LSBs with web openings. In this research, finite ele-ment models of LSBs with web openings in shear were developed to simulate the shear behavior of LSBs. It was found that currently available design equations are conservative or unconservative for the shear design of LSBs with web openings. Improved design equations have been proposed for the shear capacity of LSBs with web openings based on both experimental and numerical study results.

Shear behaviour and strength of LiteSteel Beams with web openings

Abstract: The LiteSteel Beam (LSB) is a new cold-formed steel hollow flange channel beam recently developed in Australia. It is commonly used as a floor joist or bearer in buildings. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. Shear behaviour of LSBs with web openings is more complicated while their shear strengths are considerably reduced by the presence of web openings. However, no research has been undertaken on the shear behaviour and strength of LSBs with web openings. Therefore a detailed experimental study involving 26 shear tests was undertaken on simply supported LSB test specimens with web openings and an aspect ratio of 1.5. This paper presents the details of this experimental study and the results of their shear capacities and behavioural characteristics. Experimental results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LSBs with web openings. Improved design equations have been proposed for the shear strength of LSBs with web openings based on the experimental results from this study.

Shear tests of lipped chanel beams with web openings

Cold-formed steel members are increasingly used as primary structural elements in the building industries around the world due to the availability of thin and high strength steels and advanced cold-forming technologies. Cold-formed steel lipped channel beams (LCB) are commonly used as flexural members such as floor joists and bearers. However, their shear capacities are determined based on conservative design rules. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. However, limited research has been undertaken on the shear behaviour and strength of LCBs with web openings. Hence a detailed experimental study involving 32 shear tests was undertaken to investigate the shear behaviour and strength of LCBs with web openings. Simply supported test specimens of LCBs with an aspect ratio of 1.0 and 1.5 were loaded at mid-span until failure. This paper presents the details of this experimental study and the results of their shear capacities and behavioural characteristics. Experimental results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LCBs with web openings. Improved design equations have been proposed for the shear strength of LCBs with web openings based on the experimental results from this study.

Finite element analyses of lipped channel beams with Web openings in shear

Cold-formed steel members are increasingly used as primary structural elements in buildings due to the availability of thin and high strength steels and advanced cold-forming technologies. Cold-formed lipped channel beams (LCB) are commonly used as flexural members such as floor joists and bearers. Shear behaviour of LCBs with web openings is more complicated and their shear capacities are considerably reduced by the presence of web openings. However, limited research has been undertaken on the shear behaviour and strength of LCBs with web openings. Hence a numerical study was undertaken to investigate the shear behaviour and strength of LCBs with web openings. Finite element models of simply supported LCBs with aspect ratios of 1.0 and 1.5 were considered under a mid-span load. They were then validated by comparing their results with test results and used in a detailed parametric study. Experimental and numerical results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LCBs with web openings. Improved design equations were therefore proposed for the shear strength of LCBs with web openings. This paper presents the details of this numerical study of LCBs with web openings, and the results.

Experimental studies of the shear behaviour and strength of lipped channel beams with web openings

Cold-formed steel members are increasingly used as primary structural elements in the building industries around the world due to the availability of thin and high strength steels and advanced cold-forming technologies. Cold-formed lipped channel beams (LCB) are commonly used as flexural members such as floor joists and bearers. However, their shear capacities are determined based on conservative design rules. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. Shear behaviour of LCBs with web openings is more complicated while their shear strengths are considerably reduced by the presence of web openings. However, limited research has been undertaken on the shear behaviour and strength of LCBs with web openings. Hence a detailed experimental study involving 40 shear tests was undertaken to investigate the shear behaviour and strength of LCBs with web openings. Simply supported test specimens of LCBs with aspect ratios of 1.0 and 1.5 were loaded at midspan until failure. This paper presents the details of this experimental study and the results of their shear capacities and behavioural characteristics. Experimental results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LCBs with web openings. Improved design equations have been proposed for the shear strength of LCBs with web openings based on the experimental results from this study.

Towards universal search design

For people with cognitive disabilities, technology is more often thought of as a support mechanism, rather than a source of division that may require intervention to equalize access across the cognitive spectrum. This paper presents a first attempt at formalizing the digital gap created by the generalization of search engines. This was achieved through the development of a mapping of cognitive abilities required by users to execute low- level tasks during a standard Web search task. The mapping demonstrates how critical these abilities are to successfully use search engines with an adequate level of independence. It will lead to a set of design guidelines for search engine interfaces that will allow for the engagement of users of all abilities, and also, more importantly, in search algorithms such as query suggestion and measure of relevance (i.e. ranking).

Shear tests of rivet fastened rectangular hollow flange channel beams with web openings

The rivet-fastened rectangular hollow flange channel beam (RHFCB) is a new cold-formed hollow section proposed as an alternative to welded hollow flange steel beams. No research has been undertaken on the shear behaviour and strength of rivet fastened RHFCBs with web openings. Hence a detailed experimental study involving 30 shear tests was undertaken to investigate the shear behaviour and strength of rivet fastened RHFCBs with web openings. Experimental results showed that the current design rules are inadequate for the shear design of Rivet fastened RHFCBs with web openings. Improved design equations have been proposed for the shear strength of rivet fastened RHFCBs with web openings.

Pesquisa-design formação: uma proposta metodológica para a produção de Recursos Educacionais Abertos na cibercultura

Essa pesquisa inspirou-se nos movimentos sociais recentes relacionados à abertura de materiais digitais para compartilhamento, (re) uso e remixagem no ciberespaço. Assim, partimos da seguinte problemática: como desenvolver atos de currículo capazes de contribuir para a produção de Recursos Educacionais Abertos (REA) para a docência e aprendizagem na cibercultura? O objetivo foi desenvolver um dispositivo-metodológico como ato de currículo que atualiza a pesquisa-formação para o design de situações de aprendizagemensino e de artefatos pedagógicos que contemplem a autoria dos praticantes culturais. Para atingir o proposto, foi desenvolvido um dispositivo que atualiza o método da pesquisa-formação para a docência e aprendizagem na cibercultura (SANTOS, 2005; 2014) com alguns princípios da pesquisa-design (GRAVEMEIJER; COBB, 2006; van den AKKER, 1999; BROWN, 1992; COLLINS, 1992; NEWMAN, 1990; KELLY, 2003; RAMOS; STRUCHINER, 2008) para propiciar a produção de artefatos digitais utilizando os recursos oferecidos pelas plataformas da Web 2.0. A pesquisa-design formação, como método e o design interativo aberto como dispositivo, foram criados com o objetivo de sistematizar o processo de construção e implementação de atos de currículos e arquitetar percursos abertos em plataformas da Web 2.0. A metodologia proposta parte da bricolagem da pesquisa-formação multirreferencial na cibercultura com a pesquisa-design. A pesquisa está estruturada em quatro conceitos-tema importantes: a) educar na cibercultura: mídias em destaque; b) Design na Web 2.0: faça você mesmo e de preferência acompanhado; c) Professor-autor e a sua construção epistemológica e metodológica, e; d) Professor-autor em formação: enunciação, negociação e autoria. Essa pesquisa revelou alguns achados nas dimensões referente ao design como produto e processo, método e atos de currículo, que têm a intenção de contribuir para: a) a sistematização de processos de aprendizagemensino, promovendo a produção de artefatos digitais abertos por professores e alunos; b) o design estrutural e proposicional das atividades pedagógicas; c) a formação de sujeitos-autores na cibercultura. Portanto, esta pesquisa contribuiu para a autorização e autonomização dos praticantes culturais através da metodologia pesquisa-design formação bem como a disponibilização de materiais digitais abertos na cibercultura.

OnceCluster：一种易扩展WEB应用服务器集群框架的设计与实现

随着Internet的迅速发展，大型的企业信息化系统以及以B2C和C2C等模式为代表的电子商务领域的应用逐渐成为当今软件技术的主流趋势和竞争焦点。在该领域，作为信息系统基础平台的应用服务器面临极大的负载压力，通过应用服务器集群系统来扩展平台的计算能力是目前业界重要的研究课题。 然而，目前广泛适用的应用服务器集群系统尚存在一些不足，一方面，集群架构缺乏静态可扩展性。用户无法根据当前的网络状态和软硬件环境，灵活的配置集群系统所需的底层通讯框架以及负载平衡算法。另一方面，集群系统缺乏动态可扩展性。目前的集群框架无法根据当前负载的大小动态地伸缩规模，在高负载时无法提供足够的计算能力，而在负载低时，会产生空闲节点造成资源浪费。 针对集群系统的动态扩展需求，本文提出了一种易扩展的集群框架：OnceCluster，并针对该框架的设计以及实现过程当中遇到的相关技术问题展开研究和讨论。 首先，本文对当今主流的J2EE应用服务器集群的现状进行了分析，总结几种主要集群架构的特点，并在此基础上提出了一种易扩展的集群架构：OnceCluster。该架构研究主要包括三部分：高效易扩展的负载平衡器，易扩展的集群基础设施，以及集群成员动态扩展机制。 其次，本文分别针对OnceCluster的三个主要组成部分的设计与实现进行阐述。在负载平衡器部分，本文研究了负载平衡器的实现方式和负载平衡算法的设计，分析了影响负载平衡器性能的关键问题，并在此基础之上设计并实现了灵活易插拔的负载平衡器框架，该框架利用XML结构化对象模型和Java虚拟机的运行时动态绑定机制，实现了一个基于的IoC的对象生成机制，并基于该机制实现了组通讯管理模块，负载平衡算法模块和线程池模块。在集群基础设施部分，本文研究了集群系统和应用服务器之间交互关系，集群信息状态同步和失效恢复机制，并设计与实现了一种可灵活替换的集群基础设施通讯框架。在集群成员动态扩展机制部分，本文通过研究了一种分布式的集群成员管理机制，及时侦测集群成员的存活信息及负载状态，自动的启动或关闭集群成员，对集群规模进行动态地伸缩。 论文的研究成果已经应用于中国科学院软件研究所自主研发的基于J2EE规范的应用服务器OnceAS当中，目前，OnceAS已成功用于电子政务，电子商务和ERP系统等领域。

Application of Internet techniques into online collaborative design and manufacture

A research project in Web-enabled collaborative design and manufacture has been conducted. The major tasks of the project include the development of a Web-enabled environment for collaboration, online collaborative CAD/CAM, remote execution of large size programs (RELSP), and distributed product design. The tasks and Web/Internet techniques involved are presented first, followed by detail description of two approaches developed for implementation of the research: (1) a client-server approach for RELSP, where the following Internet techniques are utilized: CORBA, Microsoft’s Internet information server, Tomcat server, JDBC and ODBC; (2) Web-Services supported collaborative CAD which enables geographically dispersed designers jointly conduct a design task in the way of speaking and seeing each other and instantaneously modifying the CAD drawing online.

Les coulisses de la Toile : étude sur les demarches de conception de sites web

À l’ère du web 2.0, l’usage des sites web se multiplie et génère de nouveaux enjeux. La satisfaction en rapport à l’interactivité, facteur d’efficacité des sites, détermine la popularité, et donc la visibilité de ceux-ci sur la Toile. Par conséquent, dans cette étude, nous considérons que les utilisateurs ont un rôle à jouer lors du processus de conception de ces derniers. Certes, autant en théorie que dans la pratique, les concepteurs semblent bel et bien tenir compte des utilisateurs; toutefois, ils ne les intègrent pas comme participants actifs dans leurs démarches. Cette étude vise au moyen d’une recherche documentaire et d’observations sur le terrain à comprendre les principales catégories et morphologies des sites web ainsi que les usages qui en découlent. Une analyse des diverses démarches de conception et des perceptions et attentes des internautes est réalisée sur la base de ces résultats. Pour répondre à ces objectifs, cette analyse cible deux catégories de sites réalisés par des professionnels et par des amateurs. Celle-ci nous permet de démontrer que les résultats de chacune de ces démarches, exprimés à travers les interfaces graphiques des sites, diffèrent au niveau de la qualité perceptible. Cette étude souligne également l’importance d’un traitement efficace de la communication graphique des éléments des sites web, afin de structurer la lecture et transmettre au final un message clair et compréhensible aux internautes. Dans le but consolider nos propositions, nous faisons référence à deux théories de communication graphique, la Gestalt et la sémiotique, l’une s’intéressant à la perception visuelle, l’autre à l’interprétation des signes. Celles-ci se sont révélées pertinentes pour analyser la qualité et l’efficacité des éléments de contenus. Notre étude révèle que les participants ne sont pas satisfaits des deux sites testés car l’utilisabilité du site conçu par des professionnels est trop complexe et l’interface du site conçu par un amateur manque de professionnalisme et de cohérence. Ces résultats soulignent la pertinence d’une approche centrée sur l’utilisateur pour la conception de sites web, car elle permet d’identifier et de résoudre des erreurs de conception. Nos résultats permettent également de souligner que les professionnels ayant un savoir technique et théorique se démarquent des amateurs au niveau des intervenants, des outils et des limites. Des pistes de solution, via des critères de design centré sur l’utilisateur, sont proposées à la fin de cette étude dans le but d’optimiser la qualité et l’efficacité des interfaces graphiques web.