A study of daytime running light design factors. Final report.

National Highway Traffic Safety Administration, Crash Avoidance Research Division, Washington, D.C.

Peinture de lumière incidente dans des scènes 3D

Le design d'éclairage est une tâche qui est normalement faite manuellement, où les artistes doivent manipuler les paramètres de plusieurs sources de lumière pour obtenir le résultat désiré. Cette tâche est difficile, car elle n'est pas intuitive. Il existe déjà plusieurs systèmes permettant de dessiner directement sur les objets afin de positionner ou modifier des sources de lumière. Malheureusement, ces systèmes ont plusieurs limitations telles qu'ils ne considèrent que l'illumination locale, la caméra est fixe, etc. Dans ces deux cas, ceci représente une limitation par rapport à l'exactitude ou la versatilité de ces systèmes. L'illumination globale est importante, car elle ajoute énormément au réalisme d'une scène en capturant toutes les interréflexions de la lumière sur les surfaces. Ceci implique que les sources de lumière peuvent avoir de l'influence sur des surfaces qui ne sont pas directement exposées. Dans ce mémoire, on se consacre à un sous-problème du design de l'éclairage: la sélection et la manipulation de l'intensité de sources de lumière. Nous présentons deux systèmes permettant de peindre sur des objets dans une scène 3D des intentions de lumière incidente afin de modifier l'illumination de la surface. De ces coups de pinceau, le système trouve automatiquement les sources de lumière qui devront être modifiées et change leur intensité pour effectuer les changements désirés. La nouveauté repose sur la gestion de l'illumination globale, des surfaces transparentes et des milieux participatifs et sur le fait que la caméra n'est pas fixe. On présente également différentes stratégies de sélection de modifications des sources de lumière. Le premier système utilise une carte d'environnement comme représentation intermédiaire de l'environnement autour des objets. Le deuxième système sauvegarde l'information de l'environnement pour chaque sommet de chaque objet.

Recherche qualitative des enjeux de la mise en lumière urbaine : création d’un modèle opératoire pour la conception des projets d’éclairage

Cette étude traite de la complexité des enjeux de la mise en lumière urbaine et de sa conception. Le but est de déceler les mécanismes opératoires du projet d’éclairage afin de générer une analyse et une compréhension de ce type d’aménagement. Cette recherche met à jour les enjeux lumineux à différents niveaux comme l’urbanisme, l’environnement, la culture, la communication, la vision et la perception mais aussi au niveau des acteurs et de leurs pratiques sur le terrain. En utilisant une approche qualitative déductive, cette recherche théorique cherche à mieux comprendre les différentes significations du phénomène lumineux : comment dans la réalité terrain ces enjeux de la lumière sont compris, interprétés et traduits au travers de la réalisation des projets et des processus mis en place pour répondre aux besoins d’éclairage ? La pertinence de cette recherche est de questionner les enjeux complexes de la mise en lumière afin de savoir comment concevoir un « bon éclairage ». Comment se déroule un projet d’éclairage de sa conception à sa réalisation ? Quels sont les différents acteurs, leurs modes d’intervention et leurs perceptions du projet d’éclairage ? Le but est de vérifier comment ces enjeux se concrétisent sur le terrain, notamment au travers de l’activité et de l’interprétation des professionnels. Nous souhaitons créer un modèle opératoire qui rende compte des enjeux et du processus de ce type de projet. Modèle qui servira alors de repère pour la compréhension des mécanismes à l’œuvre comme le contexte, les acteurs, les moyens et les finalités des projets. Une étude des recherches théoriques nous permettra de comprendre la polysémie du phénomène lumineux afin d’en déceler la complexité des enjeux et de créer une première interprétation de ce type de projet. Nous déterminerons théoriquement ce que recouvre la notion de « bon éclairage » qui nous permettra de créer une grille analytique pour comparer notre approche avec la réalité sur le terrain. Ces recherches seront ensuite confrontées au recueil des données des études de cas, des stages en urbanisme et en conception lumière, et des interviews de professionnels dans le domaine. Nous confronterons les enjeux définis théoriquement aux collectes de données issues du terrain. Ces données seront collectées à partir de projets réalisés avec les professionnels durant la recherche immersive. La recherche-action nous permettra de collaborer avec les professionnels pour comprendre comment ils sélectionnent, déterminent et répondent aux enjeux des projets d’éclairage. Nous verrons grâce aux entretiens semi-dirigés comment les acteurs perçoivent leurs propres activités et nous interprèterons les données à l’aide de la « théorisation ancrée » pour dégager le sens de leurs discours. Nous analyserons alors les résultats de ces données de manière interprétative afin de déterminer les points convergeant et divergent entre les enjeux théoriques définis en amont et les enjeux définis en aval par la recherche-terrain. Cette comparaison nous permettra de créer une interprétation des enjeux de la mise en lumière urbaine dans toutes leurs complexités, à la fois du point de vue théorique et pratique. Cette recherche qualitative et complexe s’appuie sur une combinaison entre une étude phénoménologique et les méthodologies proposées par la « théorisation ancrée ». Nous procéderons à une combinaison de données issues de la pratique terrain et de la perception de cette pratique par les acteurs de l’éclairage. La recherche d’un « bon éclairage » envisage donc par une nouvelle compréhension l’amélioration des outils de réflexion et des actions des professionnels. En termes de résultat nous souhaitons créer un modèle opératoire de la mise en lumière qui définirait quels sont les différents éléments constitutifs de ces projets, leurs rôles et les relations qu’ils entretiennent entre eux. Modèle qui mettra en relief les éléments qui déterminent la qualité du projet d’éclairage et qui permettra de fournir un outil de compréhension. La contribution de ce travail de recherche est alors de fournir par cette nouvelle compréhension un repère méthodologique et analytique aux professionnels de l’éclairage mais aussi de faire émerger l’importance du phénomène de mise en lumière en suscitant de nouveaux questionnements auprès des activités liées au design industriel, à l’architecture et à l’urbanisme.

Memorias del Foro luz, visión y percepción

Memorias del foro realizado el 01 y 02 de septiembre de 2016, en asocio con Claroscuro Light Design, la Sociedad Colombiana de Arquitectos y la Fundación Despacio. Evento que fue la continuación del foro de iluminación realizado en agosto de 2014 que resaltó la importancia de una política pública para este tema. En esta ocasión, se generó un espacio de debate e intercambio de ideas sobre la importancia de la iluminación urbana de una ciudad en la calidad de vida de sus habitantes y la sostenibilidad del territorio.

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.

Design of light gauge steel roofing systems subject to high wind forces

Light gauge steel roofing systems made of thin profiled roof sheeting and battens are used commonly in residential, industrial and commercial buildings. Their critical design load combination is that due to wind uplift forces that occur during high wind events such as tropical cyclones and thunderstorms. However, premature local failures at their screw connections have been a concern for many decades since cyclone Tracy that devastated Darwin in 1974. Extensive research that followed cyclone Tracy on the pull-through and pull-out failures of roof sheeting to batten connections has significantly improved the safety of roof sheeting. However, this has made the batten to rafter/truss connection the weakest, and recent wind damage investigations have shown the failures of these connections and the resulting loss of entire roof structures. Therefore an experimental research program using both small scale and full scale air-box tests is currently under way to investigate the pull-through failures of thin-walled steel battens under high wind uplift forces. Tests have demonstrated that occurrence of pull-through failures in the bottom flanges of steel batttens and the need to develop simple test and design methods as a function of many critical parameters such as steel batten geometry, thickness and grade, screw fastener sizes and other fastening details. This paper presents the details of local failures that occur in light fauge roofing systems, a review of the current design and test methods for steel battens and associated short comings, and the test results obtained to date on pull-through failures of battens from small scale and full scale tests. Finally, it proposes the use of suitable small scale test methods that can be used by both researchers and manufacturers of such screw-fastened light gauge steel batten systems.

Fire performance and design of load bearing light gauge steel frame wall systems exposed to realistic design fires

This paper presents the fire performance results of light gauge steel frame (LSF) walls lined with single and double plasterboards, and externally insulated with rock fibre insulation as obtained using a finite element analysis based parametric study. A validated numerical model was used to study the influence of various fire curves developed for a range of compartment characteristics. Data from the parametric study was utilized to develop a simplified method to predict the fire resistance ratings of LSF walls exposed to realistic design fire curves. Further, this paper also presents the details of suitable fire design rules based on current cold-formed steel standards and the modifications proposed by previous researchers. Of these the recently developed design rules by Gunalan and Mahendran [1] were investigated to determine their applicability to predict the axial compression strengths and fire resistance ratings (FRR) of LSF walls exposed to realistic design fires. Finally, the stud failure times obtained from fire design rules and finite element studies were compared for LSF walls lined with single and double plasterboards, and externally insulated with rock fibres under realistic design fire curves.

Fire resistance rating of light gauge steel frame walls exposed to realistic design fires : a review and development of time equivalent approach

This paper presents the details of research undertaken on the development of an energy based time equivalent approach for light gauge steel frame (LSF) walls. This research utilized an energy based time equivalent approach to obtain the fire resistance ratings (FRR) of LSF walls exposed to realistic design fires with respect to standard fire exposure [1]. It is based on the equal area concept of fire severity and relates to the amount of energy transferred to the member. The proposed method was used to predict the fire resistance of single and double plasterboard lined and externally insulated LSF walls. The predicted fire resistance ratings were compared with the results from finite element analyses and fire design rules for three different wall configurations. This paper presents the review of the available time equivalent approaches and the development of energy based time equivalent approach for the prediction of fire resistance ratings of LSF walls exposed to realistic design fires.

Fire design rules of light gauge steel frame walls – a review

Cold-formed steel members are widely used in load bearing Light gauge steel frame (LSF) wall systems with plasterboard linings on both sides. However, these thin-walled steel sections heat up quickly and lose their strength under fire conditions despite the protection provided by plasterboards. Hence there is a need for simple fire design rules to predict their load capacities and fire resistance ratings. During fire events, the LSF wall studs are subjected to non-uniform temperature distributions that cause thermal bowing, neutral axis shift and magnification effects and thus resulting in a combined axial compression and bending action on the LSF wall studs. 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. Using the results from fire tests and finite element analyses, a detailed investigation was undertaken into the prediction of axial compression strength and failure times of LSF wall studs in standard fires using the available fire design rules based on Australian, American and European standards. The results from both fire tests and finite element analyses were used to investigate the ability of these fire design rules to include the complex effects of non-uniform temperature distributions and their accuracy in predicting the axial compression strengths of wall studs and the failure times. Suitable modifications were then proposed to the fire design rules. This paper presents the details of this investigation into the accuracy of using currently available fire design rules of LSF walls and the results.

Energy based time equivalent approach to determine the fire resistance ratings of light gauge steel frame walls exposed to realistic design fire curves

Structural fire safety has become one of the key considerations in the design and maintenance of the built infrastructure. Conventionally the fire resistance rating of load bearing Light gauge Steel Frame (LSF) walls is determined based on the standard time-temperature curve given in ISO 834. Recent research has shown that the true fire resistance of building elements exposed to building fires can be less than their fire resistance ratings determined based on standard fire tests. It is questionable whether the standard time-temperature curve truly represents the fuel loads in modern buildings. Therefore an equivalent fire severity approach has been used in the past to obtain fire resistance rating. This is based on the performance of a structural member exposed to a realistic design fire curve in comparison to that of standard fire time-temperature curve. This paper presents the details of research undertaken to develop an energy based time equivalent approach to obtain the fire resistance ratings of LSF walls exposed to realistic design fire curves with respect to standard fire exposure. This approach relates to the amount of energy transferred to the member. The proposed method was used to predict the fire resistance ratings of single and double layer plasterboard lined and externally insulated LSF walls. The predicted fire ratings were compared with the results from finite element analyses and fire design rules for three different wall configurations exposed to both rapid and prolonged fires. The comparison shows that the proposed energy method can be used to obtain the fire resistance ratings of LSF walls in the case of prolonged fires.

The Perception of Light: Understanding Architectural Lighting Design

Light is essential to life and vision; without light, nothing exists. It plays a pivotal role in the world of architectural design and is used to generate all manner of perceptions that enhance the designed environment experience. But what are the fundamental elements that designers rely upon to generate light enhanced experiences? How are people’s perceptions influenced by designed light schemas? In this book Dr. Marisha McAuliffe highlights the relationship that exists between light source and surface and how both create quality of effect in the built environment. Concepts relating to architectural lighting design history, theories, research, and generation of lighting design schemes to create optimal experiences in architecture, interior architecture and design are all explored in detail. This book is essential reading for both the student and the professional working in architectural lighting, particularly in terms of qualitative perception oriented lighting design

Design of a compact reconfigurable optical interconnection using nematic liquid crystal spatial light modulator

The wavelength-division multiplexing (WDM) has been proposed as a promising technology to efficiently use the available bandwidth of a single optical fibre. This can be achieved by transmitting different channels on the optical fibre with each channel modulating a different wavelength. The aim of this paper is to propose a compact design (35 mm×65 mm) of a reconfigurable holographic optical switch in order to access and manipulate 4 channels at a node of a fibre-optic communication network. A vital component of such a switch is a nematic liquid crystal spatial light modulator offering control and flexibility at the channel manipulation stage and providing the ability to redirect light into the desired output fibre. This is achieved by the use of a 2-D analogue phase computer generated hologram (CGH) based on liquid crystal on silicon (LCOS) technology. © 2012 SPIE.

Thorium fuel cycles for light water reactors: homogeneous design

The proliferation potential of the present light water reactor (LWR) fuel cycle is related primarily to the quantity and the quality of the residual Pu contained in the spent-fuel stockpile, although other potentially “weapons usable” materials are also a concern. Thorium-based nuclear fuel produces much smaller amounts of Pu in comparison with standard LWR fuel, and consequently, it is more proliferation resistant than conventional slightly enriched all-U fuel; the long-term toxicity of the spent-fuel stockpile is also reduced

A wide-narrow well design for understanding the efficiency droop in InGaN/GaN light-emitting diodes

The electroluminescence efficiency at room temperature and low temperature (15 K) in a wide-narrow-well InGaN/GaN light-emitting diode with a narrow last well (1.5 nm) and a narrow next-to-last barrier (5 nm) is investigated to study the efficiency droop phenomenon. A reduced droop in the wide wells and a reduced droop at low temperatures reveals that inferior hole transportation ability induced Auger recombination is the root for the droop at high excitation levels.