Numerical modelling of load bearing light gauge steel frame wall systems exposed to realistic design fires

Fire safety has become an important part in structural design due to the ever increasing loss of properties and lives during fires. Conventionally the fire rating of load bearing wall systems made of Light gauge Steel Frames (LSF) is determined using fire tests based on the standard time-temperature curve in ISO834 [1]. However, modern commercial and residential buildings make use of thermoplastic materials, which mean considerably high fuel loads. Hence a detailed fire research study into the fire performance of LSF walls was undertaken using realistic design fire curves developed based on Eurocode parametric [2] and Barnett’s BFD [3] curves using both full scale fire tests and numerical studies. It included LSF walls without cavity insulation, and the recently developed externally insulated composite panel system. This paper presents the details of finite element models developed to simulate the full scale fire tests of LSF wall panels under realistic design fires. Finite element models of LSF walls exposed to realistic design fires were developed, and analysed under both transient and steady state fire conditions using the measured stud time-temperature curves. Transient state analyses were performed to simulate fire test conditions while steady state analyses were performed to obtain the load ratio versus time and failure temperature curves of LSF walls. Details of the developed finite element models and the results including the axial deformation and lateral deflection versus time curves, and the stud failure modes and times are presented in this paper. Comparison with fire test results demonstrate the ability of developed finite element models to predict the performance and fire resistance ratings of LSF walls under realistic design fires.

Examining the potential for design and renewable energy to contribute to zero energy housing in Queensland

This was a comparative study of the possibility of a net zero energy house in Queensland, Australia. It examines the actual energy use and thermal comfort conditions of an occupied Brisbane home and compares performance with the 10 star scale rating scheme for Australian residential buildings. An adaptive comfort psychometric chart was developed for this analysis. The house's capacity for the use of the natural ventilation was studied by CFD modelling. This study showed that the house succeeded in achieving the definition of net zero energy on an annual and monthly basis for lighting, cooking and space heating / cooling and for 70% of days for lighting, hot water and cooking services.

Experimental and numerical studies of fire exposed lipped channel columns subject to distortional buckling

Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings are exposed to elevated temperatures. Hence after such events there is a need to determine the residual strength of these structural elements. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel members. This research is aimed at investigating the residual distortional buckling capacities of fire exposed cold-formed steel lipped channel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were exposed to different elevated temperatures up to 800 oC. They were then allowed to cool down at ambient temperature before they were tested to failure. Suitable finite element models of tested columns were also developed and validated using test results. The residual compression capacities of tested columns were predicted using the ambient temperature cold-formed steel design rules (AS/NZS 4600, AISI S100 and Direct Strength Method). Post-fire mechanical properties obtained from a previous study were used in this study. Comparison of results showed that ambient temperature design rules for compression members can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the columns can be estimated after a fire event. Such residual capacity assessments will allow structural and fire engineers to make an accurate prediction of the safety of buildings after fire events. This paper presents the details of these experimental and numerical studies and the results.

Fire performance of LSF wall panels using numerical parametric studies

Light Gauge Steel Framing (LSF) walls made of cold-formed and thin-walled steel lipped channel studs with plasterboard linings on both sides are commonly used in commercial, industrial and residential buildings. However, there is limited data about their structural and thermal performances under fire conditions. Recent research at the Queensland University of Technology has investigated the structural and thermal behaviour of load bearing LSF wall systems. In this research a series of full scale fire tests was conducted first to evaluate the performance of LSF wall systems with eight different wall configurations under standard fire conditions. Finite element models of LSF walls were then developed, analysed under transient and steady state conditions, and validated using full scale fire tests. This paper presents the details of an investigation into the fire performance of LSF wall panels based on an extensive finite element analysis based parametric study. The LSF wall panels with eight different plasterboard-insulation configurations were considered under standard fire conditions. Effects of varying steel grades, steel thicknesses, screw spacing, plasterboard restraint, insulation materials and load ratio on the fire performance of LSF walls were investigated and the results of extensive fire performance data are presented in the form of load ratio versus time and critical hot flange (failure) temperature curves.

Buckling tests of fire exposed cold-formed steel columns

Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings will be exposed to elevated temperatures. Hence after such events there is a need to evaluate the residual strength of these structural elements. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel sections. This means conservative decisions are often made in relation to fire exposed building structures. This research is aimed at investigating the buckling capacities of fire exposed cold-formed lipped channel steel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were first exposed to different elevated temperatures up to 800 oC. They were then allowed to cool down at ambient temperatures before they were tested to failure. Similarly tensile coupon tests were also undertaken after being exposed to various elevated temperatures, from which the residual mechanical properties (yield stress and Young’s modulus) of the steels used in this study were derived. Using these mechanical properties, the residual compression capacities of tested short columns were predicted using the currently used design rules in AS/NZS 4600 and AISI cold-formed steel standards. This comparison showed that ambient temperature design rules for compression members can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the columns can be estimated after a fire event. Such residual capacity assessments will allow structural and fire engineers to make an accurate prediction of the safety of fire exposed buildings. This paper presents the details of this experimental study and the results.

Distortional buckling behaviour of fire exposed cold-formed steel columns

Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. During fire events, cold-formed steel structural elements in these buildings can be exposed to elevated temperatures. Hence after such events there is a need to evaluate their residual strengths. However, only limited information is available in relation to the residual strength of fire exposed cold-formed steel sections. This research is aimed at investigating the distortional buckling capacities of fire exposed cold-formed lipped channel sections. A series of compression tests of fire exposed, short lipped channel columns made of varying steel grades and thicknesses was undertaken in this research. Test columns were first exposed to different elevated temperatures up to 800 oC, and then tested to failure after cooling down. Suitable finite element models were developed with post-fire mechanical properties to simulate the behaviour of tested columns and were validated using test results. The residual compression capacities of short columns were also predicted using the current cold-formed steel standards and compared with test and finite element analysis results. This comparison showed that ambient temperature design rules for columns can be used to predict the residual compression capacities of fire exposed short or laterally restrained cold-formed steel columns provided the maximum temperature experienced by the column can be estimated after a fire event. Such residual capacity assessments will allow engineers to evaluate the safety of fire exposed buildings. This paper presents the details of this experimental study, finite element analyses and the results.

Development of realistic design fire time-temperature curves for the testing of cold-formed steel wall system

Fire resistance rating of light gauge steel frame (LSF) wall systems is obtained from fire tests based on the standard fire time-temperature curve. However, fire severity has increased in modern buildings due to higher fuel loads as a result of modern furniture and light weight constructions that make use of thermoplastics materials, synthetic foams and fabrics. Some of these materials are high in calorific values and increase both the spread of fire growth and heat release rate, thus increasing the fire severity beyond that of the standard fire curve. Further, the standard fire curve does not include a decay phase that is present in natural fires. Despite the increasing usage of LSF walls, their behaviour in real building fires is not fully understood. This paper presents the details of a research study aimed at developing realistic design fire curves for use in the fire tests of LSF walls. It includes a review of the characteristics of building fires, previously developed fire time-temperature curves, computer models and available parametric equations. The paper highlights that real building fire time-temperature curves depend on the fuel load representing the combustible building contents, ventilation openings and thermal properties of wall lining materials, and provides suitable values of many required parameters including fuel loads in residential buildings. Finally, realistic design fire time-temperature curves simulating the fire conditions in modern residential buildings are proposed for the testing of LSF walls.

What does built environment research have to do with risk mitigation, resilience and disaster recovery?

One could argue that the nature of our housing stock is a key determining factor in the ability of our citizens to manage risk, be resilient to various natural and human events, and to recover from these events. Recent research has been examining current challenges posed by our housing stock and exploring potential solutions from a range of perspectives. The aim of this paper is to discuss key findings from recent built environment research in Australia to initiate cross-sectorial discussion and debate about the implications and opportunities for other sectors such as emergency management and insurance. Three recent building research projects are discussed: - Heat waves The impact of heat waves on houses and occupants, and proposed changes to building regulations, air conditioning standards and building design, to reduce risks associated with heat waves. - Net zero energy homes Exploration of the potential benefits of a strategic optimization of building quality, energy and water efficiency, and household or community level distributed energy and water services for disaster management and recovery. - Building information Mapping of the flow of information about residential buildings, and the potential for national or regional building files (in a similar manner to personal medical records) to assist all parties to make more informed decisions that impact on housing sustainability and community resilience. The paper discusses how sustainability, environmental performance and resilience are inter-related, and can be supported by building files. It concludes with a call for increased cross-sectorial collaboration to explore opportunities for a whole-of-systems approach to our built environment that addresses a range of economic and environmental challenges as well as disaster and emergency management.

Electronic Building Passport - Final Report: Project 2 National Energy Efficient Building Project Phase 2

The National Energy Efficient Building Project (NEEBP) Phase One report, published in December 2014, investigated “process issues and systemic failures” in the administration of the energy performance requirements in the National Construction Code. It found that most stakeholders believed that under-compliance with these requirements is widespread across Australia, with similar issues being reported in all states and territories. The report found that many different factors were contributing to this outcome and, as a result, many recommendations were offered that together would be expected to remedy the systemic issues reported. To follow up on this Phase 1 report, three additional projects were commissioned as part of Phase 2 of the overall NEEBP project. This Report deals with the development and piloting of an Electronic Building Passport (EBP) tool – a project undertaken jointly by pitt&sherry and a team at the Queensland University of Technology (QUT) led by Dr Wendy Miller. The other Phase 2 projects cover audits of Class 1 buildings and issues relating to building alterations and additions. The passport concept aims to provide all stakeholders with (controlled) access to the key documentation and information that they need to verify the energy performance of buildings. This trial project deals with residential buildings but in principle could apply to any building type. Nine councils were recruited to help develop and test a pilot electronic building passport tool. The participation of these councils – across all states – enabled an assessment of the extent to which these councils are currently utilising documentation; to track the compliance of residential buildings with the energy performance requirements in the National Construction Code (NCC). Overall we found that none of the participating councils are currently compiling all of the energy performance-related documentation that would demonstrate code compliance. The key reasons for this include: a major lack of clarity on precisely what documentation should be collected; cost and budget pressures; low public/stakeholder demand for the documentation; and a pragmatic judgement that non-compliance with any regulated documentation requirements represents a relatively low risk for them. Some councils reported producing documentation, such as certificates of final completion, only on demand, for example. Only three of the nine council participants reported regularly conducting compliance assessments or audits utilising this documentation and/or inspections. Overall we formed the view that documentation and information tracking processes operating within the building standards and compliance system are not working to assure compliance with the Code’s energy performance requirements. In other words the Code, and its implementation under state and territory regulatory processes, is falling short as a ‘quality assurance’ system for consumers. As a result it is likely that the new housing stock is under-performing relative to policy expectations, consuming unnecessary amounts of energy, imposing unnecessarily high energy bills on occupants, and generating unnecessary greenhouse gas emissions. At the same time, Councils noted that the demand for documentation relating to building energy performance was low. All the participant councils in the EBP pilot agreed that documentation and information processes need to work more effectively if the potential regulatory and market drivers towards energy efficient homes are to be harnessed. These findings are fully consistent with the Phase 1 NEEBP report. It was also agreed that an EBP system could potentially play an important role in improving documentation and information processes. However, only one of the participant councils indicated that they might adopt such a system on a voluntary basis. The majority felt that such a system would only be taken up if it were: - A nationally agreed system, imposed as a mandatory requirement under state or national regulation; - Capable of being used by multiple parties including councils, private certifiers, building regulators, builders and energy assessors in particular; and - Fully integrated into their existing document management systems, or at least seamlessly compatible rather than a separate, unlinked tool. Further, we note that the value of an EBP in capturing statistical information relating to the energy performance of buildings would be much greater if an EBP were adopted on a nationally consistent basis. Councils were clear that a key impediment to the take up of an EBP system is that they are facing very considerable budget and staffing challenges. They report that they are often unable to meet all community demands from the resources available to them. Therefore they are unlikely to provide resources to support the roll out of an EBP system on a voluntary basis. Overall, we conclude from this pilot that the public good would be well served if the Australian, state and territory governments continued to develop and implement an Electronic Building Passport system in a cost-efficient and effective manner. This development should occur with detailed input from building regulators, the Australian Building Codes Board (ABCB), councils and private certifiers in the first instance. This report provides a suite of recommendations (Section 7.2) designed to advance the development and guide the implementation of a national EBP system.

Asuntopolitiikka ja vieraskielisen väestön alueellinen keskittyminen Helsingissä vuosina 1992-2005

The aim of the thesis was to study the extent of spatial concentration of immigrant population in Helsinki and to analyse the impact of housing policy on ethnic residential segregation in 1992-2005. For the purpose of the study, immigrant population was defined based on the language spoken at home. The theory of residential segregation by Andersson and Molina formed the main theoretical framework for the study. According to Andersson and Molina ethnic residential segregation results from different dynamic intra-urban migration processes. Institutionally generated migration, i.e. migration patterns generated by various housing and immigrant policies and procedures, is one of the central factors in the development of ethnic segregation. The data of the study consisted of population and housing statistics and housing and immigrant policy documents of Helsinki municipality. Spatial concentration of immigrant population was studied both at district and building levels using GIS-methods and statistical methods. The housing policy of Helsinki municipality was analysed using a method created by Musterd et al. Musterd et al. categorise two types of policy approaches to residential segregation: spatial dispersion policy and compensating policy. The housing policy of Helsinki has a strong focus on social mixing and spatial dispersion of housing stock. Ethnic segregation is regarded as a threat. The importance of ethnic communities and networks is, however, acknowledged and small-scale concentration is therefore not considered harmful. Despite the spatial dispersion policy, the immigrant population is concentrated in the eastern, north-eastern and north-western suburbs of Helsinki. The spatial pattern of concentration was formed already at the beginning of the 1990's when immigration to Finland suddenly peaked. New immigrant groups were housed in the neighbourhoods where public housing was available at the time. Housing policy, namely the location of new residential areas and public housing blocks and the policies of public housing allocation were key factors influencing the residential patterns of immigrant population in the 1990's. The immigration and refugee policies of the state have also had an impact on the development. The concentration of immigrant population has continued in the same areas in the beginning of the 2000's. Dispersion to new areas has mainly taken place within the eastern and north-eastern parts of the city or in the adjacent areas. The migration patterns of native population and the reasonably rapid changes in the housing market have emerged as new factors generating and influencing the ethnic residential segregation in Helsinki in the 2000's. Due to social mixing and spatial dispersion policies, ethnic segregation in Helsinki has so far been fairly small-scale, concentrated in particular housing blocks. The number of residential buildings with a high share of immigrant population is very modest. However, the number of such buildings has doubled between 1996-2002. The concentration of immigrant population concerns mainly the public housing sector. The difference in the level of concentration between the public housing sector and privately owned housing companies is remarkable.

Etxebizitzetako barne hormen diseinu berritzailea eraikuntzako kode teknikoaren arabera

[EU]Proiektu honen helburua etxebizitzetako barne hormen dimentsionamendu berritzailearen azterketa bat egitea da, orain arte erabilitako horma klasikoen ezaugarriak mantenduz, diseinu optimoagoa lortzeko asmoa izanda, material kantitatearen murrizketa bat bilatuz. Hau burutzeko diseinatua dagoen igeltsuzko horma bat hartuko da oinarri modura eta honen moldeaketa bat eginez, eta isolatzaile industrial biren arteko konparaketa bat aurrera eroanez, berregite optimo bat sortuko da, beharrezko suaren kontrako ezaugarri mekaniko eta termikoak betetzen dituena.

Tão próximos e tão distantes: indivíduo e pessoa nas relações dentro de um edifício residencial

Essa dissertação é um estudo de antropologia urbana sobre as relações entre moradores e entre moradores e empregados em dois edifícios residenciais nos bairros do Maracanã e Grajaú. O objetivo foi demonstrar os sentidos subjacentes ao uso das noções de indivíduo e de pessoa, de individualismo e de hierarquia, em cada um desses contextos de relacionamento. Foram realizadas sete entrevistas semi-estruturadas com homens e mulheres de camadas médias urbanas. Os sentidos sugeridos pelos moradores apontaram para a existência de uma tensão entre as noções de público e privado, cordialidade e impessoalidade nos modos de classificar a si mesmo e aos outros nas interações sob diferentes circunstâncias dentro do edifício. Os depoimentos dos entrevistados concederam maior destaque às relações que mantinham com suas empregadas domésticas do que com as empregadas de outros condôminos. Nesse caso concedeu-se destaque para a operação de classificações em que pravaleciam a hierarquização e a subordinação, da parte dos moradores, e expedientes de agenciamento, por parte dos empregados.

Coleta seletiva em condomínios: realidades, possibilidades e desafios - estudo de caso do município de Niterói, RJ

A questão dos resíduos sólidos tornou-se um tema preocupante uma vez que os mesmos têm sido gerados em grande quantidade na sociedade capitalista do consumo com a substituição dos produtos e criação de complexas embalagens. Esse fator reflete no meio ambiente, pois há uma dificuldade de gestão adequada desses resíduos sem que os mesmos causem impactos ambientais negativos devido à sua demora em degradar-se e aos elementos contaminantes que podem conter. Alternativas de tratamento e destinação final vêm sendo incentivadas para atenuar os malefícios gerados pelos resíduos sólidos. A reciclagem está se destacando como mecanismo de utilização dos resíduos sólidos como matéria prima. A coleta seletiva é uma ferramenta fundamental para viabilizar o processo de reciclagem. Dessa forma a participação popular se faz necessária visto que os consumidores são fonte geradora dos resíduos e efetuando uma separação logo após o consumo facilita e qualifica todo o procedimento. Contudo os municípios brasileiros vêm apresentados baixos índices de reciclagem e coleta seletiva. Uma revisão bibliográfica foi feita acerca de casos de sucesso no Brasil e no mundo em ambas as práticas. Questões pertinentes à compreensão de todas as vertentes envolvidas também serão abordadas através de fundamento teórico. Os prédios residenciais representam grande contribuição nesse processo de geração de resíduos uma vez que concentram elevado contingente populacional em pequena área. Niterói é um município urbano localizado na região metropolitana do Rio de Janeiro, com uma população considerável possuindo diversos prédios e condomínios residenciais de grande porte. Existe um programa de coleta seletiva municipal, promovido pela Companhia de Limpeza Urbana de Niterói (CLIN) que está em vigor há mais de quinze anos que direciona os recicláveis a duas cooperativas de catadores no município (COOPCANIT e Morro do Céu). Esse estudo busca identificar todos os atores envolvidos no programa de coleta seletiva da CLIN (moradores, CLIN, COOPCANIT) assim como avaliar o desempenho do programa e sugerir formas de melhoria do mesmo baseado no referencial teórico. A partir de visitas técnicas, entrevistas com os responsáveis e a aplicação de questionários de avaliação da consciência ambiental de moradores de condomínios residenciais com e sem oferta do serviço de coleta seletiva. Foram verificadas falhas no programa como a pouca divulgação do mesmo e ausência de programa de educação ambiental aos moradores dos condomínios, refletindo na baixa adesão popular. Assim como foi possível identificar aspectos positivos como a busca por parcerias, representada pela atuação da empresa AMPLA que oferece desconto na conta de luz aos moradores que entregam seus resíduos nos postos de entrega voluntários. Algumas recomendações e sugestões são feitas aos gestores locais assim como propostas de futuros trabalhos e estudos relevantes ao problema.

SIG aplicado na identificação de áreas potenciais aos investimentos habitacionais Estudo de caso: porção oeste do Município do Rio de Janeiro.

A expansão industrial e o desenvolvimento territorial na porção oeste do Município do Rio de Janeiro trazem inúmeras modificações no cenário socioeconômico da região e adjacências. O destaque de investimentos na indústria de transformação é a implantação da Companhia Siderúrgica do Atlântico (CSA), que se mostra como o maior empreendimento privado em realização no país. Investimentos públicos e privados no setor de infraestrutura estão previstos, considerando as características naturais e a localização geográfica privilegiada da região. A influência do porto de Itaguaí e a construção do Arco Metropolitano configuram um corredor de desenvolvimento com reflexos positivos logísticos e socioeconômicos, não só para o estado do Rio de Janeiro, mas também para outros estados brasileiros. Os impactos da reordenação do espaço urbano, com a possibilidade de incremento populacional nas proximidades do novo eixo rodoviário e industrial, tende a gerar um aumento da demanda por serviços no setor terciário. Dessa forma, o planejamento territorial se faz obrigatório, apoiado por geotecnologias. O objetivo da pesquisa foi atender às necessidades do setor habitacional, analisando fatores relevantes e condições favoráveis à implantação de novas construções habitacionais. Baseando-se em dados provenientes do censo do IBGE de 2010 e do Instituto de Urbanismo Pereira Passos (IPP), a Tecnologia da Informação integrada com os dados de mapas digitais e imagens de satélite de alta resolução (World View-2), permitiram uma análise geral do contexto do crescimento regional. Além da análise das variáveis existentes nos dados socioeconômicos, outras variáveis de pesquisa foram empregadas em ambiente SIG, tais como: segurança, proximidades de logradouros principais, existências de escolas e hospitais municipais e estaduais, distância dos centros industriais e de shopping. Após as análises multicriteriais de dados socioeconômicos e bases cartográficas, relatórios na forma de mapas foram emitidos, com a finalidade de orientar o poder público e as construtoras nas tomadas de decisões.

Estudo do comportamento e otimização do projeto estrutural de edifícios de concreto armado.

Com base no crescimento exponencial das populações urbanas, a demanda por espaço para habitação tem crescido vertiginosamente. Para atender a estas necessidades, edificações cada vez mais altas e mais esbeltas são projetadas e vãos cada vez maiores são utilizados. Novos materiais são criados e aprimorados para que seja extraído o máximo de desempenho com o menor custo. Deste modo, esta dissertação tem como objetivo o estudo do comportamento e otimização do projeto estrutural de edifícios. Para tal, considera-se ao longo do estudo o projeto de uma edificação de concreto armado com 47 metros de altura e 15 pavimentos, submetida às ações das cargas usuais de projeto atuantes sobre edifícios residenciais, além das cargas de vento. No que tange ao desenvolvimento do modelo computacional são empregadas técnicas usuais de discretização, via método dos elementos finitos, por meio do programa ANSYS. Inicialmente, a resposta estática e dinâmica do modelo estrutural é obtida e comparada com base nos valores limites propostos por normas de projeto. A partir de análises qualitativas e quantitativas desenvolvidas sobre a resposta estrutural do modelo em estudo são utilizadas técnicas de otimização com o objetivo de modificar e aprimorar o desempenho estrutural do edifício analisado.