Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events

Terrorists usually target high occupancy iconic and public buildings using vehicle borne incendiary devices in order to claim a maximum number of lives and cause extensive damage to public property. While initial casualties are due to direct shock by the explosion, collapse of structural elements may extensively increase the total figure. Most of these buildings have been or are built without consideration of their vulnerability to such events. Therefore, the vulnerability and residual capacity assessment of buildings to deliberately exploded bombs is important to provide mitigation strategies to protect the buildings' occupants and the property. Explosive loads and their effects on a building have therefore attracted significant attention in the recent past. Comprehensive and economical design strategies must be developed for future construction. This research investigates the response and damage of reinforced concrete (RC) framed buildings together with their load bearing key structural components to a near field blast event. Finite element method (FEM) based analysis was used to investigate the structural framing system and components for global stability, followed by a rigorous analysis of key structural components for damage evaluation using the codes SAP2000 and LS DYNA respectively. The research involved four important areas in structural engineering. They are blast load determination, numerical modelling with FEM techniques, material performance under high strain rate and non-linear dynamic structural analysis. The response and damage of a RC framed building for different blast load scenarios were investigated. The blast influence region for a two dimensional RC frame was investigated for different load conditions and identified the critical region for each loading case. Two types of design methods are recommended for RC columns to provide superior residual capacities. They are RC columns detailing with multi-layer steel reinforcement cages and a composite columns including a central structural steel core. These are to provide post blast gravity load resisting capacity compared to typical RC column against a catastrophic collapse. Overall, this research broadens the current knowledge of blast and residual capacity analysis of RC framed structures and recommends methods to evaluate and mitigate blast impact on key elements of multi-storey buildings.

Blast response and safety evaluation of a composite column for use as key element in structural systems

This paper presents the blast response, damage mechanism and evaluation of residual load capacity of a concrete–steel composite (CSC) column using dynamic computer simulation techniques. This study is an integral part of a comprehensive research program which investigated the vulnerability of structural framing systems to catastrophic and progressive collapse under blast loading and is intended to provide design information on blast mitigation and safety evaluation of load bearing vulnerable columns that are key elements in a building. The performance of the CSC column is compared with that of a reinforced concrete (RC) column with the same dimensions and steel ratio. Results demonstrate the superior performance of the CSC column, compared to the RC column in terms of residual load carrying capacity, and its potential for use as a key element in structural systems. The procedure and results presented herein can be used in the design and safety evaluation of key elements of multi-storey buildings for mitigating the impact of blast loads.

Investigation of the effect of balconies on natural ventilation of dwellings in high-rise residential buildings in subtropical climate

Balconies, as one of the main architectural features in subtropical climates, are assumed to enhance the ventilation performance of buildings by redirecting the wind. Although there are some studies on the effect of balconies on natural ventilation inside buildings, the majority have been conducted on single zone buildings with simple geometries. The purpose of this study is to explore the effect of balconies on the internal air flow pattern and ventilation performance of multi-storey residential buildings with internal partitions. To this end, a sample residential unit was selected for investigation and three different conditions tested, base case (no balcony), an open balcony and a semi-enclosed balcony. Computational Fluid Dynamics is used as an analysis method due to its accuracy and ability to provide detailed results. The cases are analysed in terms of average velocity, flow uniformity and number of Air Changes per Hour (ACH). The results suggest the introduction of a semi-enclosed balcony into high-rise dwellings improves the average velocity and flow uniformity. Integrating an open balcony results in reduction of the aforementioned parameters at 0° wind incidence.

Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento.

Com base em um cenário econômico favorável combinado aos avanços tecnológicos das ciências dos materiais e processos de construção, nas últimas três décadas, as cidades brasileiras têm apresentado um crescimento substancial, no que diz respeito à construção de edifícios residenciais e comerciais de múltiplos andares. Atualmente, estes edifícios apresentam níveis de esbeltez elevados e têm sido construídos com estruturas cada vez mais ousadas e que englobam a experiência e o conhecimento dos engenheiros de estruturas. Como o principal objetivo dos projetistas está associado à concepção de estruturas mais leves, o projeto estrutural requer um conhecimento teórico substancial a fim de tornar compatíveis os requisitos arquitetônicos com as condições necessárias para a estabilidade. Assim sendo, o objetivo desta dissertação de mestrado é o de investigar o comportamento estrutural estático e dinâmico (linear e não linear) de um edifício misto (aço-concreto) de 20 pavimentos. Para tal, o estudo apresenta os resultados de análises estáticas e dinâmicas lineares e não lineares para ações de serviço. O comportamento estrutural do edifício, quando submetido às ações dinâmicas induzidas pelo vento, também foi investigado. Os resultados revelam que edifícios esbeltos merecem atenção especial, no que diz respeito à concepção do projeto estrutural, sendo que seu comportamento deve ser verificado através de metodologias completas que incluam análises do tipo estática e dinâmica (lineares e não lineares).

Estudo do conforto humano em pisos mistos (aço-concreto) submetidos a ações humanas rítmicas.

Este trabalho de pesquisa objetiva o estudo do comportamento dinâmico de pisos mistos (aço-concreto), em edificações de andares múltiplos, sob o ponto de vista de conforto humano, quando essas estruturas encontram-se submetidas às atividades rítmicas provenientes dos seres humanos. A definição das ações dinâmicas atuantes sobre os modelos estruturais foi feita com base em resultados experimentais, com os indivíduos praticando atividades rítmicas e não rítmicas associadas à ginástica aeróbica e saltos à vontade. Os modelos estruturais investigados baseiam-se em edificações mistas de andares múltiplos. O sistema estrutural é do tipo misto (aço-concreto), composto por vigas de aço em seção do tipo I e laje de concreto armado. A análise fundamenta-se na modelagem computacional dos sistemas estruturais, através do Método dos Elementos Finitos (MEF). São empregadas técnicas usuais de discretização, por meio do emprego do programa ANSYS. Uma análise paramétrica foi desenvolvida sobre três modelos estruturais, com dois, três e quatro pavimentos. Os valores das acelerações máximas encontradas na análise são confrontados e comparados com os limites propostos por recomendações internacionais. Os resultados obtidos mostram que os limites recomendados em diversas normas de projeto foram ultrapassados. Esses resultados demonstram que atividades rítmicas oriundas dos seres humanos podem gerar acelerações de pico elevadas, violando critérios de projeto, no que concerne ao conforto humano. Foi observado também que estas ações dinâmicas podem comprometer o conforto humano em pisos adjacentes, próximos do local onde a carga dinâmica está sendo efetivamente aplicada.

Estudo do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação não determinística do vento.

Considerando-se um cenário econômico bastante favorável em conjunto com avanços tecnológicos da ciência dos materiais e processos construtivos, nos últimos trinta anos, as cidades brasileiras têm apresentado um crescimento substancial, no que diz respeito à construção de edifícios residenciais e comerciais de múltiplos andares. Nos dias de hoje, estes edifícios apresentam níveis de esbeltez elevados e têm sido construídos com estruturas cada vez mais arrojadas englobando a experiência e o conhecimento dos engenheiros civis. Deste modo, o principal objetivo dos projetistas está associado à concepção de estruturas mais leves, nas quais o projeto estrutural requer um conhecimento teórico substancial, objetivando tornar compatíveis os requisitos arquitetônicos com as condições necessárias para a estabilidade. Assim sendo, o objetivo deste trabalho de pesquisa é o de investigar o comportamento estrutural estático e dinâmico de um edifício misto (aço-concreto) de 20 pavimentos quando submetido às ações dinâmicas do vento não determinísticas. Deste modo, no desenvolvimento do modelo computacional são empregadas técnicas usuais de discretização, via método dos elementos finitos, por meio do programa ANSYS. Para tal, o estudo apresenta os resultados de uma análise não linear geométrica para ações de serviço. A resposta dinâmica não determinística do modelo estrutural investigado, em termos dos valores máximos médios dos deslocamentos e das acelerações, foi obtida e comparada com os valores limites propostos por normas e recomendações de projeto.

Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento.

Avanços tecnológicos no ramo das ciências dos materiais e de processos construtivos, combinado a um cenário econômico favorável, têm levado a um crescimento substancial na construção de edifícios de múltiplos andares pelo mundo. Estes edifícios têm sido construídos com estruturas cada vez mais arrojadas e com elevados níveis de esbeltez, tornando-se verdadeiras obras de arte. Todavia, a compatibilidade dos requisitos arquitetônicos com as condições necessárias de estabilidade de tais estruturas é fundamental, e requer dos engenheiros civis um conhecimento teórico substancial desde a concepção do projeto estrutural até o processo construtivo propriamente dito. Assim sendo, o objetivo desta dissertação de mestrado é o de investigar o comportamento estrutural de um edifício de 20 pavimentos misto (aço-concreto) submetido às ações de cargas de vento não determinísticas. No núcleo interno da edificação três tipos de contraventamentos são empregados e analisados. De forma semelhante, no desenvolvimento do modelo computacional são empregadas técnicas usuais de discretização, via método dos elementos finitos, por meio do programa Ansys. Assim, a resposta dinâmica não determinística do modelo estrutural, em termos dos valores máximos médios dos deslocamentos e das acelerações, é obtida e comparada com os valores limites propostos por normas e recomendações de projeto.

Rent: Prostitution and the Irish apartment block

In 1974, pursuing his interest in the infra-ordinary – ‘the banal, the quotidian, the obvious, the common, the ordinary, the back-ground noise, the habitual’ – Georges Perec wrote about an idea for a novel:

‘I imagine a Parisian apartment building whose façade has been removed … so that all the rooms in the front, from the ground floor up to the attics, are instantly and simultaneously visible’.

In Life A User’s Manual (1978) the consummation of this precis, patterns of existence are measured within architectural space with an archaeological sensibility that sifts through narrative and décor, structure and history, services and emotion, the personal and the system, ascribing commensurate value to each. Borrowing methods from Perec, to move somewhere between conjecture, analysis and other documentation and tracing relationships between form, structure, materiality, technology, organisation, tenure and narrative use, this paper interrogates the late twentieth-century speculative apartment block in Britain and Ireland arguing that its speculative and commodified purpose often allows a series of lives that are less than ordinary to inhabit its spaces.

Rent: apartment blocks and their uses

In 1974, pursuing his interest in the infra-ordinary – ‘the banal, the quotidian, the obvious, the common, the ordinary, the back-ground noise, the habitual’ – Georges Perec wrote about an idea for a novel:
‘I imagine a Parisian apartment building whose façade has been removed … so that all the rooms in the front, from the ground floor up to the attics, are instantly and simultaneously visible’.
In Life A User’s Manual (1978) the consummation of this precis, patterns of existence are measured within architectural space with an archaeological sensibility that sifts through narrative and décor, structure and history, services and emotion, the personal and the system, ascribing commensurate value to each.
Apartment comes from the Italian appartare meaning ‘to separate’. The space of the boundary between activities is reduced to a series of intimately thin lines: the depth of a floor, a party wall, a window, the convex peep-hole in a door, or the façade that Perec seeks to render invisible. The apartness of the apartment is accelerated when aligned with short-term tenancies. Here Perec’s interweaving of personal histories over time using the structure of the block, gives way to convivialities of detachment: inhabitants are temporary, their personalities anonymous, their activities unknown or overlooked.
Borrowing methods from Perec, to move somewhere between conjecture, analysis and other documentation and tracing relationships between form, structure, materiality, technology, organisation, tenure and narrative use, this paper interrogates the late twentieth-century speculative apartment block in Britain and Ireland arguing that its speculative and commodified purpose allows a series of lives that are often less than ordinary to inhabit its spaces.
Henri Lefebvre described the emergence of an ‘abstract space’ under capitalism in terms which can be applied to the apartment building: the division of space into freely alienable privatised parcels which can be exchanged. Vertical distributions of class and other new, contiguous social and spatial relationships are couched within a paradox: the building which allows such proximities is also a conductor of division. Apartment comes from the Italian appartare meaning ‘to separate’. The space of the boundary between activities is reduced to a series of intimately thin lines: the depth of a floor, a party wall, a window, the convex peep-hole in a door, or the façade that Perec seeks to render invisible. The apartness of the apartment is accelerated when aligned with short-term tenancies. Here Perec’s interweaving of personal histories over time using the structure of the block, gives way to convivialities of detachment: inhabitants are temporary, their personalities anonymous, their activities unknown or overlooked.

Building Grounded Abstractions for Artificial Intelligence Programming

Most Artificial Intelligence (AI) work can be characterized as either ``high-level'' (e.g., logical, symbolic) or ``low-level'' (e.g., connectionist networks, behavior-based robotics). Each approach suffers from particular drawbacks. High-level AI uses abstractions that often have no relation to the way real, biological brains work. Low-level AI, on the other hand, tends to lack the powerful abstractions that are needed to express complex structures and relationships. I have tried to combine the best features of both approaches, by building a set of programming abstractions defined in terms of simple, biologically plausible components. At the ``ground level'', I define a primitive, perceptron-like computational unit. I then show how more abstract computational units may be implemented in terms of the primitive units, and show the utility of the abstract units in sample networks. The new units make it possible to build networks using concepts such as long-term memories, short-term memories, and frames. As a demonstration of these abstractions, I have implemented a simulator for ``creatures'' controlled by a network of abstract units. The creatures exist in a simple 2D world, and exhibit behaviors such as catching mobile prey and sorting colored blocks into matching boxes. This program demonstrates that it is possible to build systems that can interact effectively with a dynamic physical environment, yet use symbolic representations to control aspects of their behavior.

Post-occupancy evaluation studies in recently refurbished office building: energy performance and employees' satisfaction

Existing buildings contribute greatly to global energy use and greenhouse gas emissions. In the UK, about 18% of carbon emissions are generated by non-domestic buildings; sustainable building refurbishment can play an important role in reducing carbon emissions. This paper looks at the performance of a recently refurbished 5-storey office building in London, in terms of energy consumption as well as occupants’ satisfaction. Pre- and post-occupancy evaluation studies were conducted using online questionnaire surveys and energy consumption evaluation. Results from pre-occupancy and post-occupancy evaluation studies showed that employees, in general, were more satisfied with their work environment at the refurbished building than with that of their previous office. Employees’ self-reported productivity improved after the move to Elms House. These surveys showed a positive relationship between employees’ satisfaction with their work environment and their self-reported productivity, well-being and enjoyment at work. The factor that contributed to increasing employee satisfaction the most was: better use of interior space. Although the refurbishment was a success in terms of reducing energy consumption per m2, the performance gap was almost 3 times greater than that estimated. Unregulated loads, problems with building control, ineffective use of space and occupants’ behaviour are argued to be reasons for this gap.

Building European Defence: An Architect and a Bank. Security Policy Brief No. 56, May 2014

If a set of investors plan a grand apartment building in which they can each afford just one apartment, they need an architect to design a building that is both affordable and that meets all their needs, to negotiate with the constructor, and to ensure follow-up. When building capabilities for European defence, the sole possible architect is the European Defence Agency (EDA). Those who have to reach consensus and invest are the EU Member States. And there is even a European Investment Bank (EIB) to assist them.

Utredning av förfrågningsunderlag gällande byggandet av trästomme med fokus på offentlig upphandling

In the mid 1990s a previous prohibitions against multi-story buildings higher than two floors with a wooden frame was changed. Today multi-storey buildings are being built in Skellefteå, Sundsvall, Växjö, and Stockholm with others. Despite this only one of five houses being built today has a wooden frame. Since the municipality is a key force to get projects with wooden frames, this papers purpose is to improve tender document for the opportunity to submit bids and building with wooden frames. To help us forward with our work three questions were formulated. 1) What is the basis from a wooden constructions company perspective, of which they determines if they can place a bid or not? 2) What is the difference between tender documents made by a municipality compared to a private buyer? 3) How can tender documents be improved to create an opportunity to place a bid containing an alternative frame system? To answer these questions a literature study was carried out. The literature study is the basis of this paper. To obtain empirical data a document analysis of tender documents was carried out. The result of the study shows that wood frames are hard to adapt to an already finished technical specification, or to a tender document containing an extensive technical specification. To obtain alternative solutions, the buyer should focus on object design, form and function, or a general technical specification. Instead the technical specifications should be drawn up by the supplier, or in collaboration with them. The tender evaluation should be made by the most economically advantageous rather then the lowest price. Then the buyer can evaluate the offers against each other, rather then choosing the lowest price. This also gives the possibility for suppliers to make a bid containing an alternative solution. As a continuation of this paper, we recommend a study on which impact a general technical specification has on the project final cost.  Furthermore a study exploring which possibilities partner procurement can have alternative solutions in the Swedish procurement act. This report deal exclusively with how tender documents should be formulated. Life cycle analysis, carbon dioxide emissions and strength calculations will not be executed. 

Attach the correct warning statement

Practitioners will be aware that s 366 (1) of the Property Agents and Motor Dealers Act 2000 provides that a relevant contract must have attached, as its first or top sheet, a warning statement in the approved form. A failure to attach a warning statement in the prescribed manner triggers a right of termination in the buyer. The factual circumstances in Devine Ltd v Timbs [2004] QSC 24 are indicative of the problems that may arise in the construction of this statutory provision. The application concerned put and call option agreements entered into concerning 4 lots. The agreements, in identical terms, were signed before the applicant seller had completed a proposed residential apartment building. In each case the option agreement provided that the agreement was not binding on the seller until and unless the purchaser returned to the seller, amongst other things, two copies of the warning statement under the Property Agents and Motor Dealers Ac 2000 signed by the purchaser and two copies of the contract document signed by the purchaser. The seller was required to hold the contract documentation in escrow and was forbidden to sign it until and unless either option was exercised.

Nurses driving change to improve access to education and quality in lcinical teaching : A partnership between Australia and Viet Nam

In Viet Nam, standards of nursing care fail to meet international competency standards. This increases risks to patient safety (eg. hospital acquired infection), consequently the Ministry of Health identified the need to strengthen nurse education in Viet Nam. This paper presents experiences of a piloted clinical teaching model developed in Ha Noi, to strengthen nurse led institutional capacity for in-service education and clinical teaching. Historically 90% of nursing education was conducted by physicians and professional development in hospitals for nurses was limited. There was minimal communication between hospitals and nursing schools about expectations of students and assessment and quality of the learning experience. As a result when students came to the clinical sites, no-one understood how to plan their learning objectives and utilise teaching and learning approaches appropriate to their level. Therefore student learning outcomes were variable. They focussed on procedures and techniques and “learning how to do” rather than learning how to plan, implement and evaluate patient care. This project is part of a multi-component capacity building program designed to improve nurse education in Viet Nam. The project was funded jointly by Queensland University of Technology (QUT) and the Australian Agency for International Development. Its aim was to develop a collaborative clinically-based model of teaching to create an environment that encourages evidence-based, student-centred clinical learning. Accordingly, strategies introduced promoted clinical teaching of competency based nursing practice utilising the regionally endorsed nurse core competency standards. Thirty nurse teachers from Viet Duc University Hospital and Hanoi Medical College participated in the program. These nurses and nurse teachers undertook face to face education in three workshops, and completed three assessment items. Assessment was applied, where participants integrated the concepts learned in each workshop and completed assessment tasks related to planning, implementing and evaluating teaching in the clinical area. Twenty of these participants were then selected to undertake a two week study tour in Brisbane, Australia where the clinical teaching model was refined and an action plan developed to integrate into both organisations with possible implementation across Viet Nam. Participants on this study tour also experienced clinical teaching and learning at QUT by attending classes held at the university, and were able to visit selected hospitals to experience clinical teaching in these settings as well. Effectiveness of the project was measured throughout the implementation phase and in follow up visits to the clinical site. To date changes have been noted on an individual and organisational level. There is also significant planning underway to incorporate the clinical teaching model developed across the organisation and how this may be implemented in other regions. Two participants have also been involved in disseminating aspects of this approach to clinical teaching in Ho Chi Minh, with further plans for more in-depth dissemination to occur throughout the country.