Implementing innovation management in project based firms:a perspective from project management

Project-based firms currently follow an organizational structure whereby all projects are dealt with using a functionalist perspective which is integrated with projects so as to support a project-based structure. Project-based firms are increasingly moving towards the realization that innovation management is an integral part of any organizational strategy and the same is true for project-based firms. Moreover, the current body of knowledge regarding project-based firms does not incorporate any findings regarding the integration or use of innovation management in project management. As a result, it becomes important to research organizations to see how innovation management is applied in organizations and what the perspective is regarding innovation in organizations. Secondly, the question of whether slack resources can contribute to higher levels of innovation must also be researched. It has been a longstanding viewpoint that a lack of resources or limited resources results in higher levels of innovation. This study analyzes these two main viewpoints using qualitative analysis of 12 firms. The findings add to the current literature on innovation in organizations and project based firms while expanding the knowledge on innovation.

Projecto de estabilidade da Escola Superior de Enfermagem Artur Ravara

O presente trabalho, refere-se ao projecto de estabilidade, em betão armado e pré-esforçado, da Escola Superior de Enfermagem Artur Ravara, situada na zona da EXPO em Lisboa. O edifício apresenta-se com uma implantação em “L”, tendo como dimensões máximas 38,50m x 54,80m e desenvolve-se em altura por quatro pisos, dos quais, dois são enterrados. A estrutura do edifício em causa, apresenta duas juntas de dilatação, por forma a tornar desprezáveis os efeitos devidos à retracção e diminuição de temperatura, dividindo o edifício em três blocos. As suas fundações são indirectas, constituídas por estacas moldadas no terreno e respectivos maciços de encabeçamento. As lajes são fungiformes aligeiradas de moldes perdidos, de modo a permitir vencer maiores vãos, que variam entre os 6,60m e os 10,00m, e permitindo também maior rapidez de execução e maior economia. As consolas de 3,50m de vão, em laje maciça, são suportadas por vigas pré-esforçadas de secção variável. Para o cálculo automático da estrutura e da obtenção dos respectivos desenhos das armaduras, foi utilizado o programa de cálculo automático, Tricalc 7.1. O conteúdo do projecto em questão, sendo de carácter académico, não corresponde à versão real, à qual não se teve acesso. O dimensionamento das fundações, devido à fraca resistência dos solos e o dimensionamento da estrutura, devido à geometria e dimensões do edifício, permitiram enfrentar desafios interessantes. Tais desafios, deram possibilidade de enriquecer bastante os conhecimentos sobre a engenharia de estruturas.

Projecto de fundações e estrutura de um edifício de 4 pisos em Lisboa, destinado a habitação

O objectivo deste trabalho consiste na elaboração de um projecto de estruturas de um edifício, desde a fase de concepção estrutural até à fase de pormenorização, passando obviamente pelo dimensionamento. O trabalho foi motivo para aplicação dos conhecimentos adquiridos durante o curso, na prática de projecto de estruturas, nomeadamente na utilização da regulamentação europeia de estruturas que está para entrar em vigor. O projecto foi elaborado a partir do projecto base de arquitectura e diz respeito a um conjunto de 4 edifícios de habitação separados por junta de dilatação, a construir em Lisboa. A estrutura em betão armado constituída por lajes fungiformes maciças apoiadas em pilares, paredes de betão e vigas, foi analisada com recurso a um programa de cálculo automático de elementos finitos SAP 200 V14.2.4. Para a execução deste trabalho recorreu-se à regulamentação europeia, nomeadamente o Eurocódigo 0, o Eurocódigo 1, o Eurocódigo 2 e o Eurocódigo 8, na sua versão final de Norma Portuguesa. Os critérios de dimensionamento bem como as disposições construtivas relativas a armaduras de betão são detalhadamente referidos ao longo do trabalho. Embora a análise estrutural tenha sido efectuada para quatro edifícios, os desenhos de pormenorização de betão armado são apresentados relativamente apenas ao edifício Nº1. Optou-se por esta solução em virtude de os edifícios serem semelhantes.

Projeto de estruturas de um edifício em betão armado com recurso ao programa de cálculo automático ETABS

Trabalho de Projeto para obtenção do grau de mestre em Engenharia Civil

Ampliação e Reconstrução de um Edifício Unifamiliar

Pretende-se com este trabalho apresentar os Projectos de estruturas, de Comportamento Térmico e de Abastecimento de Água e Drenagem de Águas Pluviais e Residuais de uma habitação unifamiliar. Trata-se de um edifício situado no concelho de Ponte Lima que será reconstruído e ampliado de forma a se constituir uma habitação de tipologia T3. Uma vez que a realidade da actividade do projecto de estruturas actual é baseada na aplicação de ferramentas de processo automático de dados, foi naturalmente utilizado um programa de cálculo na modelação do edifício. No entanto, foram igualmente aplicados métodos tradicionais, nomeadamente na fase de pré-dimensionamento, na validação do modelo e no dimensionamento do edifício existente. O Estudo do Comportamento Térmico teve como objectivo primordial optar por soluções construtivas que permitissem, aos ocupantes da habitação, um conforto térmico com o mínimo esforço energético possível. Desta forma, analisaram-se as plantas de arquitectura, definiram-se os elementos da envolvente e os equipamentos necessários, e procedeu-a à avaliação térmica segundo o disposto na Legislação Nacional Para culminar o trabalho, desenvolveu-se o Projecto de Abastecimento de Água e Drenagem de Águas Pluviais e Residuais, dispondo os elementos e acessórios das redes segundo as regras de implantação e dimensionamento previstas na regulamentação em vigor.

Classificació dels projectes informàtics i les EDT's

Aquest projecte tracta de recopilar tots els conceptes, criteris i característiques que es poden aplicar a un projecte amb l'ànim de que els lliuraments de projectes siguin fidels i es corresponguin amb la pràctica i realitat del servei o producte que es desitgi desenvolupar. Per garantir l'èxit ens centrarem en el disseny, planificació i visualització dels projectes fent ús de les WBS (Work Breakdown Structure) o EDT (Estructura del treball). Aquesta tècnica permet a l'equip de projecte exposar esquemàticament quin és el seu abast i socialitzar-les entre els diversos actors o persones involucrades de manera clara i esquematitzada.

Inestabilidad de pórticos planos metálicos de edificación con inclusión de la flexibilidad de las uniones y elementos no prismáticos : un enfoque para la optimización

En esta tesis se aborda el problema de la modelización, análisis y optimización de pórticos metálicos planos de edificación frente a los estados límites último y de servicio. El objetivo general es presentar una técnica secuencial ordenada de optimización discreta para obtener el coste mínimo de pórticos metálicos planos de edificación, teniendo en cuenta las especificaciones del EC-3, incorporando las uniones semirrígidas y elementos no prismáticos en el proceso de diseño. Asimismo se persigue valorar su grado de influencia sobre el diseño final. El horizonte es extraer conclusiones prácticas que puedan ser de utilidad y aplicación simple para el proyecto de estructuras metálicas. La cantidad de publicaciones técnicas y científicas sobre la respuesta estructural de entramados metálicos es inmensa; por ello se ha hecho un esfuerzo intenso en recopilar el estado actual del conocimiento, sobre las líneas y necesidades actuales de investigación. Se ha recabado información sobre los métodos modernos de cálculo y diseño, sobre los factores que influyen sobre la respuesta estructural, sobre técnicas de modelización y de optimización, al amparo de las indicaciones que algunas normativas actuales ofrecen sobre el tema. En esta tesis se ha desarrollado un procedimiento de modelización apoyado en el método de los elementos finitos implementado en el entorno MatLab; se han incluido aspectos claves tales como el comportamiento de segundo orden, la comprobación ante inestabilidad y la búsqueda del óptimo del coste de la estructura frente a estados límites, teniendo en cuenta las especificaciones del EC-3. También se ha modelizado la flexibilidad de las uniones y se ha analizado su influencia en la respuesta de la estructura y en el peso y coste final de la misma. Se han ejecutado algunos ejemplos de aplicación y se ha contrastado la validez del modelo con resultados de algunas estructuras ya analizadas en referencias técnicas conocidas. Se han extraído conclusiones sobre el proceso de modelización y de análisis, sobre la repercusión de la flexibilidad de las uniones en la respuesta de la estructura. El propósito es extraer conclusiones útiles para la etapa de proyecto. Una de las principales aportaciones del trabajo en su enfoque de optimización es la incorporación de una formulación de elementos no prismáticos con uniones semirrígidas en sus extremos. Se ha deducido una matriz de rigidez elástica para dichos elementos. Se ha comprobado su validez para abordar el análisis no lineal; para ello se han comparado los resultados con otros obtenidos tras aplicar otra matriz deducida analíticamente existente en la literatura y también mediante el software comercial SAP2000. Otra de las aportaciones de esta tesis es el desarrollo de un método de optimización del coste de pórticos metálicos planos de edificación en el que se tienen en cuenta aspectos tales como las imperfecciones, la posibilidad de incorporar elementos no prismáticos y la caracterización de las uniones semirrígidas, valorando la influencia de su flexibilidad sobre la respuesta de la estructura. Así, se han realizado estudios paramétricos para valorar la sensibilidad y estabilidad de las soluciones obtenidas, así como rangos de validez de las conclusiones obtenidas. This thesis deals with the problems of modelling, analysis and optimization of plane steel frames with regard to ultimate and serviceability limit states. The objective of this work is to present an organized sequential technique of discrete optimization for achieving the minimum cost of plane steel frames, taking into consideration the EC-3 specifications as well as including effects of the semi-rigid joints and non-prismatic elements in the design process. Likewise, an estimate of their influence on the final design is an aim of this work. The final objective is to draw practical conclusions which can be handful and easily applicable for a steel-structure project. An enormous amount of technical and scientific publications regarding steel frames is currently available, thus making the achievement of a comprehensive and updated knowledge a considerably hard task. In this work, a large variety of information has been gathered and classified, especially that related to current research lines and needs. Thus, the literature collected encompasses references related to state-of-the-art design methods, factors influencing the structural response, modelling and optimization techniques, as well as calculation and updated guidelines of some steel Design Codes about the subject. In this work a modelling procedure based on the finite element implemented within the MatLab programming environment has been performed. Several keys aspects have been included, such as second order behaviour, the safety assessment against structural instability and the search for an optimal cost considering the limit states according to EC-3 specifications. The flexibility of joints has been taken into account in the procedure hereby presented; its effects on the structural response, on the optimum weight and on the final cost have also been analysed. In order to confirm the validity and adequacy of this procedure, some application examples have been carried out. The results obtained were compared with those available from other authors. Several conclusions about the procedure that comprises modelling, analysis and design stages, as well as the effect of the flexibility of connections on the structural response have been drawn. The purpose is to point out some guidelines for the early stages of a project. One of the contributions of this thesis is an attempt for optimizing plane steel frames in which both non-prismatic beam-column-type elements and semi-rigid connections have been considered. Thus, an elastic stiffness matrix has been derived. Its validity has been tested through comparing its accuracy with other analytically-obtained matrices available in the literature, and with results obtained by the commercial software SAP2000. Another achievement of this work is the development of a method for cost optimization of plane steel building frames in which some relevant aspects have been taken in consideration. These encompass geometric imperfections, non-prismatic beam elements and the numerical characterization of semi-rigid connections, evaluating the effect of its flexibility on the structural response. Hence, some parametric analyses have been performed in order to assess the sensitivity, the stability of the outcomes and their range of applicability as well.

Executive project management structure and the challenges acing its adoption in the Nigerian construction industry

Project management (PM) is a globally recognized discipline and has been widely adopted within the construction industry. Despite advancements in the PM discipline, the ineffective traditional management system, typical of the non-executive PM structure, is still widely used in the Nigerian construction industry. The aim of this paper is thus to explore the challenges facing the adoption of the executive PM structure in Nigeria. The paper first assesses the level of growth of PM in Nigeria using UK best practices as a benchmark and identifies the key PM characteristics in the two countries. Focus group interviews were used to collect the primary data for the study and content analysis was used to present the results in a thematic format. The study revealed the key barriers to the adoption of an executive PM structure in Nigeria as a lack of proper awareness, unfavorable policies, skill shortages, the traditional culture of stakeholders and the absence of a regulatory body. It is recommended that the government, as a major player/client in the Nigerian construction industry, should lead the campaign to change the traditional industry approach to project management. This is necessary if construction stakeholders in Nigeria are to be educated and encouraged towards adopting and putting into practice effective PM.

Pre-shot and post-shot structure survey :b Project Gnome, preliminary report /

"U.S. Atomic Energy Commission Plowshare Program"--Cover.

Social network structure as a critical success condition for open source software project communities

In recent years, a surprising new phenomenon has emerged in which globally-distributed online communities collaborate to create useful and sophisticated computer software. These open source software groups are comprised of generally unaffiliated individuals and organizations who work in a seemingly chaotic fashion and who participate on a voluntary basis without direct financial incentive. ^ The purpose of this research is to investigate the relationship between the social network structure of these intriguing groups and their level of output and activity, where social network structure is defined as (1) closure or connectedness within the group, (2) bridging ties which extend outside of the group, and (3) leader centrality within the group. Based on well-tested theories of social capital and centrality in teams, propositions were formulated which suggest that social network structures associated with successful open source software project communities will exhibit high levels of bridging and moderate levels of closure and leader centrality. ^ The research setting was the SourceForge hosting organization and a study population of 143 project communities was identified. Independent variables included measures of closure and leader centrality defined over conversational ties, along with measures of bridging defined over membership ties. Dependent variables included source code commits and software releases for community output, and software downloads and project site page views for community activity. A cross-sectional study design was used and archival data were extracted and aggregated for the two-year period following the first release of project software. The resulting compiled variables were analyzed using multiple linear and quadratic regressions, controlling for group size and conversational volume. ^ Contrary to theory-based expectations, the surprising results showed that successful project groups exhibited low levels of closure and that the levels of bridging and leader centrality were not important factors of success. These findings suggest that the creation and use of open source software may represent a fundamentally new socio-technical development process which disrupts the team paradigm and which triggers the need for building new theories of collaborative development. These new theories could point towards the broader application of open source methods for the creation of knowledge-based products other than software. ^

Social Network Structure as a Critical Success Condition for Open Source Software Project Communities

In recent years, a surprising new phenomenon has emerged in which globally-distributed online communities collaborate to create useful and sophisticated computer software. These open source software groups are comprised of generally unaffiliated individuals and organizations who work in a seemingly chaotic fashion and who participate on a voluntary basis without direct financial incentive. The purpose of this research is to investigate the relationship between the social network structure of these intriguing groups and their level of output and activity, where social network structure is defined as 1) closure or connectedness within the group, 2) bridging ties which extend outside of the group, and 3) leader centrality within the group. Based on well-tested theories of social capital and centrality in teams, propositions were formulated which suggest that social network structures associated with successful open source software project communities will exhibit high levels of bridging and moderate levels of closure and leader centrality. The research setting was the SourceForge hosting organization and a study population of 143 project communities was identified. Independent variables included measures of closure and leader centrality defined over conversational ties, along with measures of bridging defined over membership ties. Dependent variables included source code commits and software releases for community output, and software downloads and project site page views for community activity. A cross-sectional study design was used and archival data were extracted and aggregated for the two-year period following the first release of project software. The resulting compiled variables were analyzed using multiple linear and quadratic regressions, controlling for group size and conversational volume. Contrary to theory-based expectations, the surprising results showed that successful project groups exhibited low levels of closure and that the levels of bridging and leader centrality were not important factors of success. These findings suggest that the creation and use of open source software may represent a fundamentally new socio-technical development process which disrupts the team paradigm and which triggers the need for building new theories of collaborative development. These new theories could point towards the broader application of open source methods for the creation of knowledge-based products other than software.

Futebol como projeto profissional de mulheres : interpretações da busca pela legitimidade = Football as a career project for women : legitimacy search interpretation

Universidade Estadual de Campinas . Faculdade de Educação Física

Electronic structure of In(2)O(3) and Sn-doped In(2)O(3) by hard x-ray photoemission spectroscopy

The valence and core levels of In(2)O(3) and Sn-doped In(2)O(3) have been studied by hard x-ray photoemission spectroscopy (hv = 6000 eV) and by conventional Al K alpha (hv = 1486.6 eV) x-ray photoemission spectroscopy. The experimental spectra are compared with density-functional theory calculations. It is shown that structure deriving from electronic levels with significant In or Sn 5s character is selectively enhanced under 6000 eV excitation. This allows us to infer that conduction band states in Sn-doped samples and states at the bottom of the valence band both contain a pronounced In 5s contribution. The In 3d core line measured at hv = 1486.6 eV for both undoped and Sn-doped In(2)O(3) display an asymmetric lineshape, and may be fitted with two components associated with screened and unscreened final states. The In 3d core line spectra excited at hv = 6000 eV for the Sn-doped samples display pronounced shoulders and demand a fit with two components. The In 3d core line spectrum for the undoped sample can also be fitted with two components, although the relative intensity of the component associated with the screened final state is low, compared to excitation at 1486.6 eV. These results are consistent with a high concentration of carriers confined close to the surface of nominally undoped In(2)O(3). This conclusion is in accord with the fact that a conduction band feature observed for undoped In(2)O(3) in Al K alpha x-ray photoemission is much weaker than expected in hard x-ray photoemission.

Dynamics of carbon, biomass, and structure in two Amazonian forests

Amazon forests are potentially globally significant sources or sinks for atmospheric carbon dioxide. In this study, we characterize the spatial trends in carbon storage and fluxes in both live and dead biomass (necromass) in two Amazonian forests, the Biological Dynamic of Forest Fragments Project (BDFFP), near Manaus, Amazonas, and the Tapajos National Forest (TNF) near Santarem, Para. We assessed coarse woody debris (CWD) stocks, tree growth, mortality, and recruitment in ground-based plots distributed across the terra firme forest at both sites. Carbon dynamics were similar within each site, but differed significantly between the sites. The BDFFP and the TNF held comparable live biomass (167 +/- 7.6 MgC.ha(-1) versus 149 +/- 6.0 MgC.ha(-1), respectively), but stocks of CWD were 2.5 times larger at TNF (16.2 +/- 1.5 MgC.ha(-1) at BDFFP, versus 40.1 +/- 3.9 MgC.ha(-1) at TNF). A model of current forest dynamics suggests that the BDFFP was close to carbon balance, and its size class structure approximated a steady state. The TNF, by contrast, showed rapid carbon accrual to live biomass (3.24 +/- 0.22 MgC.ha(-1).a(-1) in TNF, 2.59 +/- 0.16 MgC.ha(-1).a(-1) in BDFFP), which was more than offset by losses from large stocks of CWD, as well as ongoing shifts of biomass among size classes. This pattern in the TNF suggests recovery from a significant disturbance. The net loss of carbon from the TNF will likely last 10 - 15 years after the initial disturbance (controlled by the rate of decay of coarse woody debris), followed by uptake of carbon as the forest size class structure and composition continue to shift. The frequency and longevity of forests showing such disequilibruim dynamics within the larger matrix of the Amazon remains an essential question to understanding Amazonian carbon balance.