Modal identification of a twelve span viaduct in two different construction stages via ambient dynamic testing

Peer reviewed

Planning for SMEs’ Proactive Waste Management in Office Building Retrofit Projects

Office building retrofit projects face many challenges for on-site waste management. While the projects themselves have the potential for a significant level of reuse and recycling from decon-struction and demolition, their unique characteristics often prohibit direct application of existing waste management systems, which are typically based on managing waste generated through new material application in new build projects. Moreover, current waste management plans include no stimuli to involve Small and Medium Enterprises (SMEs) for on-site waste management. As SMEs carry out the majority of on-site work as subcontractors, their active involvements will result in more proactive approaches to waste management and enhance project delivery. This paper discusses the interim results of a continuing research aimed at engaging SMEs in the planning processes of waste management through the collaboration between subcontractors and main contractors of retrofitting projects. It introduces a conceptual model for SMEs to proactively plan and manage on-site waste generation for both deconstruction and construction stages, before traditional waste management plans by the main contractor come into place. The model also suggests a collaboration process between SMEs as subcontractors and large companies as the main contractor to improve the involvement and performance of SMEs in waste management of office building retrofit projects.

An integrated approach to enhance sustainability in industrialised building systems

Building prefabrication is known as Industrialised Building Systems (IBS) in Malaysia. This construction method possesses unique characteristics that are central to sustainable construction. For example, offsite construction enables efficient management of construction wastage by identifying major causes of waste arising during both the design and construction stages. These causes may then be eliminated by the improvement process in IBS component's manufacturing. However, current decisions on using IBS are typically financial driven and hinder the wider ranged adoption. In addition, current IBS misconceptions and the failure of rating schemes in evaluating the sustainability of IBS affect its implementation. A new approach is required to provide better understanding on the sustainability potential of IBS among stakeholders. Such approach should also help project the outcomes of each levels of decision-making to respond to social, economy and environmental challenges. This paper presents interim findings of research aimed at developing a framework for sustainable IBS development and suggests a more holistic approach to achieve sustainability. A framework of embedding sustainability factors is considered in three main phases of IBS construction; 1) Pre-construction, 2) Construction and 3) Post-construction phase. SWOT analysis was used to evaluate the strengths, weaknesses, opportunities and threats involved in the IBS implementations. The action plans are formulated from the analysis of sustainable objectives. This approach will show where and how sustainability should be integrated to improve IBS construction. A mix of quantitative and qualitative methodology was used in this research to explore the potential of IBS in integrating sustainability. The tools used in the study are questionnaires and semi-structured interviews. Outcomes from these tools lead to the identification of viable approaches involving 18 critical factors to improve sustainability in IBS constructions. Finally, guidelines for decision-making are being developed to provide a useful source of information and support to mutual benefit of the stakeholders in integrating sustainability issues and concepts into IBS applications.

Las iglesias prefeudales en Alava: cronotipología y articulación espacial

[ES]El artículo constituye un avance de un proyecto de investigación en curso sobre las iglesias alavesas anteriores a los siglos XII-XIII,invisibles hasta la fecha a una metodología tradicionalmente de base analógica y formal. Se efectúa una nueva propuesta de análisis experimentada ya en la catedral de Santa María de Vitoria-Gasteiz y que se articula de la manera siguiente: 1. Lettura veloce de los principales momentos constructivos de los templos seleccionados con el objeto de individualizar estratigráficamente la fase o fases anteriores al periodo «románico». 2. Individualización y registro de las variables técnicas y formales más representativas de esta primera fase constructiva en cada una de las iglesias objeto de estudio. 3. Identificación numérica de las variables seleccionadas. 4. Creación de una tabla analítica que recoja la presencia o ausencia de estas variables en cada uno de los edificios a estudiar. 5. Agrupamiento de los edificios que comparten variables entre sí. 6. Transformación de las asociaciones tecnotipológicas en tablas cronotipológicas, es decir, en indicadores cronológicos. Resultado de todo ello ha sido la individualización de seis grupos de iglesias que se articulan diacrónicamente entre los siglos IX y XII. A modo de conclusión se avanzan, finalmente, algunas consideraciones interpretativas sobre la naturaleza de estos templos de época prefeudal.

Building Information Modelling Energy Performance Assessment on Domestic Dwellings: A Comparative Study

Building Information Modelling (BIM) is growing in pace, not only in design and construction stages, but also in the analysis of facilities throughout their life cycle. With this continued growth and utilisation of BIM processes, comes the possibility to adopt such procedures, to accurately measure the energy efficiency of buildings, to accurately estimate their energy usage. To this end, the aim of this research is to investigate if the introduction of BIM Energy Performance Assessment in the form of software analysis, provides accurate results, when compared with actual energy consumption recorded. Through selective sampling, three domestic case studies are scrutinised, with baseline figures taken from existing energy providers, the results scrutinised and compared with calculations provided from two separate BIM energy analysis software packages. Of the numerous software packages available, criterion sampling is used to select two of the most prominent platforms available on the market today. The two packages selected for scrutiny are Integrated Environmental Solutions - Virtual Environment (IES-VE) and Green Building Studio (GBS). The results indicate that IES-VE estimated the energy use in region of ±8% in two out of three case studies while GBS estimated usage approximately ±5%. The findings indicate that the introduction of BIM energy performance assessment, using proprietary software analysis, is a viable alternative to manual calculations of building energy use, mainly due to the accuracy and speed of assessing, even the most complex models. Given the surge in accurate and detailed BIM models and the importance placed on the continued monitoring and control of buildings energy use within today’s environmentally conscious society, this provides an alternative means by which to accurately assess a buildings energy usage, in a quick and cost effective manner.

Edifícios altos – problemas associados e análise estrutural de um caso prático

Com a presente dissertação pretende-se analisar alguns dos problemas associados aos edifícios altos, na fase de projeto, bem como compilar um conjunto de informações e conhecimentos científicos sobre a área abordada. São descritas algumas soluções de sistemas estruturais possíveis de idealizar para edifícios altos. Posteriormente, tendo por base um projeto de estruturas de um edifício com 25 pisos localizado em Luanda, capital de Angola, o objetivo consistiu em analisar estática e dinamicamente o seu comportamento quando solicitado fundamentalmente pelas ações do vento e dos sismos. A análise estrutural foi realizada com recurso a dois softwares de cálculo automático, nomeadamente, o Cypecad e o Robot Structural Analysis Professional e pelos métodos preconizados no Regulamento de Segurança e Ações para estruturas de edifícios e pontes e o Eurocódigo 8 – “Projeto de estruturas para resistência aos sismos”. Aborda-se a temática do faseamento construtivo, assunto que revela algumas limitações dos programas de cálculo utilizados, sendo descrito um método simplificado para prever os seus efeitos em termos de dimensionamento final. Os resultados obtidos permitiram avaliar o bom comportamento da estrutura no que respeita ao cumprimento dos estados limites últimos e de serviço. Conclui-se que o sistema estrutural adotado no modelo em estudo se encontra bem dimensionado relativamente ao colapso e à limitação de danos.

Acompanhamento da construção do edifício Focus Lx na Avenida António Augusto de Aguiar

Relatório de Estágio para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Edificações

Performance of Gabion Faced Reinforced Earth Retaining Walls

Gabion faced re.taining walls are essentially semi rigid structures that can generally accommodate large lateral and vertical movements without excessive structural distress. Because of this inherent feature, they offer technical and economical advantage over the conventional concrete gravity retaining walls. Although they can be constructed either as gravity type or reinforced soil type, this work mainly deals with gabion faced reinforced earth walls as they are more suitable to larger heights. The main focus of the present investigation was the development of a viable plane strain two dimensional non linear finite element analysis code which can predict the stress - strain behaviour of gabion faced retaining walls - both gravity type and reinforced soil type. The gabion facing, backfill soil, In - situ soil and foundation soil were modelled using 20 four noded isoparametric quadrilateral elements. The confinement provided by the gabion boxes was converted into an induced apparent cohesion as per the membrane correction theory proposed by Henkel and Gilbert (1952). The mesh reinforcement was modelled using 20 two noded linear truss elements. The interactions between the soil and the mesh reinforcement as well as the facing and backfill were modelled using 20 four noded zero thickness line interface elements (Desai et al., 1974) by incorporating the nonlinear hyperbolic formulation for the tangential shear stiffness. The well known hyperbolic formulation by Ouncan and Chang (1970) was used for modelling the non - linearity of the soil matrix. The failure of soil matrix, gabion facing and the interfaces were modelled using Mohr - Coulomb failure criterion. The construction stages were also modelled.Experimental investigations were conducted on small scale model walls (both in field as well as in laboratory) to suggest an alternative fill material for the gabion faced retaining walls. The same were also used to validate the finite element programme developed as a part of the study. The studies were conducted using different types of gabion fill materials. The variation was achieved by placing coarse aggregate and quarry dust in different proportions as layers one above the other or they were mixed together in the required proportions. The deformation of the wall face was measured and the behaviour of the walls with the variation of fill materials was analysed. It was seen that 25% of the fill material in gabions can be replaced by a soft material (any locally available material) without affecting the deformation behaviour to large extents. In circumstances where deformation can be allowed to some extents, even up to 50% replacement with soft material can be possible.The developed finite element code was validated using experimental test results and other published results. Encouraged by the close comparison between the theory and experiments, an extensive and systematic parametric study was conducted, in order to gain a closer understanding of the behaviour of the system. Geometric parameters as well as material parameters were varied to understand their effect on the behaviour of the walls. The final phase of the study consisted of developing a simplified method for the design of gabion faced retaining walls. The design was based on the limit state method considering both the stability and deformation criteria. The design parameters were selected for the system and converted to dimensionless parameters. Thus the procedure for fixing the dimensions of the wall was simplified by eliminating the conventional trial and error procedure. Handy design charts were developed which would prove as a hands - on - tool to the design engineers at site. Economic studies were also conducted to prove the cost effectiveness of the structures with respect to the conventional RCC gravity walls and cost prediction models and cost breakdown ratios were proposed. The studies as a whole are expected to contribute substantially to understand the actual behaviour of gabion faced retaining wall systems with particular reference to the lateral deformations.

Análise de barragens de gravidade de concreto considerando a fase construtiva e a interação dinâmica barragem-reservatório-fundação

o objetivo deste trabalho é a análise de barragens de gravidade de concreto desde a faseda sua construção até sua completa entrada em serviço. Inicialmente é feita a análise da fase construtiva, onde o problema fundamental é devido às tensões térmicas decorrentes do calor de hidratação. O método dos elementos finitos é empregado para a solução dos problemasde transferência de calor e de tensões. A influência da construção em camadas é introduzidaatravés da redefinição da malha de elementos finitos, logo após o lançamento de cadacamada de concreto. Uma atenção especial é dada ao problema de fissuração em estruturas de concreto simples.Algunsmodelos usuais são apresentados, discutindo-se a eficiência dos mesmos. Os modelosde fissuração distribuída têm sido preferidos, em virtude dos vários inconvenientes apresentados pelas formulações discretas. Esses modelos, entretanto, fornecem resultados dependentesda malha de elementos finitos e alguma consideração adicional deve ser feita para corrigiressas distorções. Normalmente, tenta-se corrigir esse problema através da adoção de umaresistênciaà tração minorada que é definida em função da energia de fratura do material. Neste trabalho, é demonstrado que esse procedimento não é satisfatório e é proposta uma novaformulaçãopara a análise de grandes estruturas de concreto. A análise das tensões na etapa de construção da barragem é feita com o emprego de um modelo constitutivo viscoelástico com envelhecimento para o concreto. Em virtude do envelhecimento,a matriz de rigidez da estrutura é variável no tempo, devendo ser redefinida e triangularizadaem cada instante. Isto leva a um grande esforço computacional, sobretudo, quandoa barragem é construída em muitas camadas. Para evitar esse inconveniente, adota-se um procedimento iterativo que permite que a matriz de rigidez seja redefinida em poucas idadesde referência. Numa segunda etapa da análise, a barragem é submetida à pressão hidrostática e a uma excitação sísmica. A análise dinâmica é realizada considerando-se o movimento do sistema acoplado barragem-reservatório-fundação. O sismo é considerado um processo estocásticonão estacionário e a segurança da estrutura é determinada em relação aos principais modos de falha

Infografia interativa na redação: o processo de produção no Diário do Nordeste à luz da teoria do jornalismo

The infographics historically experience the process of evolution of journalism, from the incipient models handmade in the eighteenth century to the inclusion of computers and sophisticated software today. In order to face the advent of TV against of the partiality readers of the printed newspaper, or to represent the Gulf War, where not allowed photography, infographics reaches modern levels of production and publication. The technical devices which enabled the infographics to evolve the environment of the internet, with conditions for the manipulation of the reader, incorporating video, audio and animations, so styling of interactive infographics. These digital models of information visualization recently arrived daily in the northeast and on their respective web sites with features regionalized. This paper therefore proposes to explore and describe the processes of producing the interactive infographics, taking the example of the Diário do Nordeste, Fortaleza, Ceará, whose department was created one year ago. Therefore, based on aspects that guide the theory of journalism, as newsmaking, filters that focus on productive routine (gatekeeping) and the construction stages of the news. This research also draws on the theoretical framework on the subject, in concepts essential characteristics of computer graphics, as well as the methodological procedures and systematic empirical observations in production routines of the newsroom who can testify limitations and / or advances

A construção de tesauros com a integração de procedimentos terminográficos

Pós-graduação em Ciência da Informação - FFC

Análise dos procedimentos metodológicos de dimensionamento e execução de parede diafragma

The present paper conducts an analysis of all steps for the construction of diaphragm walls, from obtaining the soil parameters until its execution. Construction stages of diaphragm wall are detailed. The paper presents a detailed analysis of the main available calculation methods to obtain the soil parameters and the design of the diaphragm wall. A case history extensively documented in previous research and present in international symposiums was chosen for an analysis of construction process and excavation’s instrumentations, as well as emphasizing the importance of temporary works and construction sequence for deep excavation with cast in-situ diaphragm walls. In general, it is possible to conclude the main difficulty and uncertainty of the dimensioning are obtaining the soil parameter for diaphragm wall design. And, it is also possible to conclude the monitoring and execution control are paramount to the success of the diaphragm wall construction

La costruzione della città medievale. Archeologia dell'edilizia storica e topografia urbana a Pistoia.

Pistoia rientra a buon diritto, nel quadro della Toscana medievale, in quella rete di centri urbani di antica origine e tradizione diocesana che riuscirono a costruire, nella dialettica fra città e territorio, un organismo politico autonomo, il comune cittadino. La ricerca prende in considerazione i resti materiali delle strutture conservate nel tessuto urbano attuale, in particolare l'edilizia civile, prediligendo la cosiddetta “edilizia minore”, ovvero gli edifici residenziali non monumentali che, proprio per questo motivo, sono generalmente poco conosciuti. Le strutture, censite ed inserite in una piattaforma GIS (Arpenteur), sono analizzate con metodo archeologico al fine di distinguere le diverse fasi costruttive, medievali e post-medievali, con cui sono giunte fino ad oggi. L'analisi stratigrafica, effettuata su rilievi realizzati mediante modellazione 3D (Photomodeler), ha permesso di costruire un primo “atlante” delle tipologie murarie medievali della città: i tipi murari assumono quindi la funzione di indicatori cronologici degli edifici analizzati. I dati stratigrafici, uniti al dato topologico dei complessi architettonici (localizzati prevalentemente nel centro storico, all'interno del circuito murario della metà del XII secolo), hanno fornito informazioni sia per quanto riguarda l'aspetto materiale degli edifici di abitazione (forma, dimensioni, materiali) sia per quanto riguarda temi di topografia storica (viabilità maggiore e minore, formazione dei borghi, orizzonte sociale degli abitanti, distribuzione della proprietà), nel periodo della “parabola” della Pistoia comunale (XII-XIII secolo). In conclusione, la ricerca vuole essere sia uno strumento di analisi per la storia delle trasformazioni delle città nel periodo comunale, sia uno strumento di conoscenza e tutela di un patrimonio storico-archeologico che, per la sua natura non-monumentale spesso sfugge all'attenzione di amministratori ed urbanisti.

Sobre los aeropuertos verdes: marco para la evaluación ambiental suficiente de una construcción bajo interpretación transversal

En el estudio buscamos caracterizar el análisis de la SOSTENIBILIDAD (Suficiencia) del CICLO DE VIDA de una INFRAESTRUCTURA AEROPORTUARIA centrándonos en la evaluación de los aspectos SOCIALES (de forma Interdisciplinaria o Transversal) que le afectan y considerando todos los AGENTES involucrados (ingenieros/ operadores/ mantenedores/ usuarios/ stakeholders/ etc.). La complejidad de las interacciones entre los edificios y su entorno hace que sea difícil definir y evaluar con precisión la sostenibilidad de un edificio. Las NORMAS AMBIENTALES para la construcción (unas pocas existentes y algunos en fase de desarrollo) se centran en la sostenibilidad ECONÓMICA, SOCIAL Y AMBIENTAL que caracteriza a un edificio, siendo los aspectos socio-económicos difíciles de evaluar. En consecuencia, los métodos existentes para la evaluación de la construcción sostenible (por ejemplo, LEED, BREEAM, SBTool) tienden a superar los aspectos ambientales pues son más fáciles de evaluar de manera cuantitativa. Así desde el punto de vista holístico (global) y utilizando la teoría de sistemas complejos, la sostenibilidad debe ser evaluada, en parte, utilizando los INDICADORES DE SOSTENIBILIDAD SOCIALES Y ECONÓMICOS para cubrir todos los factores de Sostenibilidad. El estudio propone una metodología para valorar la sostenibilidad en la construcción aeroportuaria a través de la evaluación de los indicadores sostenibles de la construcción (SKPIs) sin y superando las carencias presentadas. Para ello hemos implementado una herramienta de evaluación de la sostenibilidad, donde: Puede evaluar, en primer aproximación e independientemente, la sostenibilidad del CICLO DE VIDA de la INFRAESTRUCTURA AEROPORTUARIA Puede COMPLETAR otras herramientas comerciales disponibles (ej. BREEAM, LEED), bajo un enfoque ECONÓMICO-SOCIAL y complementando el enfoque ambiental La evaluación de los KPIs se realiza por medio de TECNOLOGÍAS Y ESTRATEGIAS SOSTENIBLES, cuya aplicación supondría un aumento de la sostenibilidad del edificio La herramienta propuesta considera la complejidad y transdisciplinariedad del problema, fundada en un SISTEMA DE CRÉDITOS fácil de usar. Así el programa diseñado permite el análisis y la comparación del CICLO DE VIDA de la INFRAESTRUCTURA AEROPORTUARIA: Abarcando las etapas de construcción (diseño, operación, mantenimiento, etc.) Incluyendo a todos los agentes de construcción (ocupantes, stakeholders, constructores, etc.) Finalmente, se aporta un ejemplo teórico de una INFRAESTRUCTURA AEROPORTUARIA (Terminal Aeroportuaria) para fijar, demostrar y discutir el estudio presentado Abstract We seek to characterize the sustainability analysis of the life cycle of a building focus us on the evaluation of social aspect. From a holistic point of view and using complex systems theory, sustainability must be evaluated, in part, using social key performance indicator (KPI) to cover all factors of sustainability. The most remarkable of the proposed framework is to provide a methodology to achieve the sustainability in construction through the assessment of social KPIs. Besides we implement a tool to assess sustainability, where this tool could complete other commercial tools available (e.g. BREEAM, LEED). The proposed tool considers the complexity and trans-disciplinary of the problem. The procedure is based on a credit system easy to use. It also allows analysis and comparison of the boundary conditions of the building, embracing construction stages (design, operation), involving all the building agents (occupants, stakeholders, etc.)

Cobertura de la trinchera ferroviaria de Hendaya

Un problema del ferrocarril al paso por las ciudades europeas es el efecto barrera generado, que impide su desarrollo más allá de las vías. Si se salta la barrera lo cierto es que ello se hace sólo en sitios concretos y el efecto psicológico de aislamiento persiste para los habitantes del entorno. Este trabajo presenta de manera sucinta los problemas de concepción, comprobación y vibraciones planteados por la estructura de cubierta de la trinchera ferroviaria de Hendaya, consistente en una losa de hormigón pretensado y luz variable de 20-40 metros, que resuelve el problema de aislamiento entre las dos partes de la ciudad. Su construcción ha sido posible gracias al acuerdo entre la SNCF e inversores privados y está permitiendo la construcción sobre ella de 6 edificios de viviendas y una residencia de turismo, la demolición del antiguo ?Pont-Vieux? y la construcción de un nuevo ?Pont-Vieux?, integrado completamente en la promoción inmobiliaria. An important problem put by the train in its passage by the cities of Europe generally and in France in particular is the effect barrier which builds up, preventing the cities from developing beyond. Even if this barrier is crossed, it is certain that the passage is restricted to concrete places and always acts as psychological barrier for the local residents. This article presents in a brief way the problems of conception, analysis and vibration of the cover structure of the railroad trench of Hendaye. This structure consists of a 20-40 meters span slab of pre-stressed concrete that solves the isolation problem of both parts of the town of Hendaye. Its construction was possible thanks to the agreement of the SNCF (French Railways)and some private investors, and is allowing the investors the construction on top of 6 residential buildings and a holiday residence, with demolition of the ancient “Pont-Vieux” and building of a new “Pont-Vieux”, which is completely integrated into the real-estate development. Special attention is given to the change of transverse cross-section of the slab during construction stages, which originates a redistribution of stresses, and to the long-term equilibrium of horizontal forces.