Hospitals are constantly evolving to keep pace with the latest medical technologies. Whether it is a refurbishment of an existing facility or the addition of a new unit, the design process usually focuses on the technological requirements rather than the human elements of such an undertaking. The Riley Hospital for Children in Indianapolis presents an architectural opportunity to incorporate psychology of the environment into the design and construction of a new Cancer Unit. By balancing the technological requirements with the physical and psychological needs of the pediatric bone marrow transplant and hematology/oncology patients, one can create a healing environment more conducive to a rapid recovery. / Department of Architecture

With few studies focusing on the construction of green buildings in South Africa, there is a need to understand the reasoning behind the development of residential estates that have classified themselves as “eco”. The aim of this study was to establish whether or not residential estates that market themselves as “eco” are in fact sustainable. This study looks at the environmental sustainability of residential eco-estates (n=7) and compares them to non-eco-estates (n=7) in the Gauteng Province of South Africa. The study used content analysis to evaluate the marketing material of the 14 estates sampled for the study. The data gathered through content analysis was then used to determine the environmental sustainability for each estate using an adapted version of the Sustainable Building Assessment Tool. The findings indicate that although the residential eco-estates had higher environmental sustainability scores when compared with non-eco-estates, the overall score for many of the eco-estates was too low for them to be classified as sustainable. The results of the study also highlight that a number of the eco-estates use greenwashing methods to attract potential homeowners. By selling nature, these estates are able to attract homeowners who may be interested in protecting the environment. When looking at these findings, it is possible to assume that the development of residential eco-estates has less to do with the sustainability of nature and has more to do with a desire to increase profits. In order to achieve environmental sustainability, it is therefore important to provide guidelines for developers to use if they are genuinely interested in creating estates that focus on the protection of the environment and natural resources. These guidelines can be developed through frameworks that exist to evaluate the sustainability of developments. Although much of the focus of this research is placed on the developers of each estate, it is important to acknowledge that the individuals who live within these estates are just as responsible for achieving sustainability. / Geography / M.A. (Geography)

Thesis (DTech (Architectural Technology))--Cape Peninsula University of Technology, 2016. / This research explores design-build projects in architectural education. The design-build studio is an alternative to the conventional theory-oriented studio. In design-build projects students both design and build real buildings. Internationally, design-build projects have increased rapidly in architectural programmes over the past decade. Literature suggests that design-build projects are relevant for architectural education, but that there is a definite need for more theoretical and critical exploration. Design-build projects in the context of this study are defined as socially responsive, inhabitable, full-scale investigations. The value of this pedagogical construct for educators, students, architectural practice and society in general was an underpinning theme guiding this exploration. Design-build projects are located on the boundary between theory and practice. This research provides a view into my journey across this boundary, immersing myself in both the theoretical and practical. Principles of the designbuild process and design research mapped the research path. The research process commenced with the initiation of and active participation in a number of design-build constructions. Through critical reflection on the construction experiences and the literature, specific pedagogical and practice implications were explored. Cultural historical activity theory provided me with a sense of theoretical direction in this journey. Collaboration as a pedagogical tool and the possibility of exposing students to alternative practice possibilities were foregrounded as being uniquely situated within the design-build project. The value of this research is the contribution it makes to the current international call for a clearer understanding of the pedagogical and practice merit of design-build projects.

No description available.

The nonlinear elastic behavior of infrastructure materials is a critical factor in the design and performance of various structural systems. This research introduces a novel approach to enhance the flexural rigidity and deflection control of large-spanned beams, aerial personal rapid transit (PRT) structures, and packed parallel wire cables by leveraging configurational forces, such as horizontal constraints and wrapping forces. These forces produce prestress over the structure members, but the prestress changes with the configuration, and therefore, the effective stiffness can be tailored by these configurational forces. In the first part of this research, the governing equation considering the horizontal force is formulated to address the large deflections commonly encountered in beams subjected to transverse loading with horizontal constraints. The study demonstrates that deflection can be significantly reduced, thereby increasing the effective flexural rigidity without necessitating larger cross-sections. Green’s functions for various boundary conditions are derived, and the theory is validated through a series of experimental tests on Building Integrated Photovoltaic (BIPV) panels and PRT guideways. The case studies show that horizontal prestress enhances beam stiffness, reducing deflection by up to 87% within the elastic load range. The research further extends to the mechanical behavior of packed parallel wire cables arranged in hexagonal patterns and wrapped with bands. The wrapping force is shown to modify the effective stiffness of the cables, a phenomenon modeled using the Singum model and Hertz contact theory. This approach simulates the stress transfer between wires under transverse loading, introducing an elastoplastic contact model that accounts for yielding in the contact zones. The study presents a methodology for predicting the development length and critical axial load in cables with broken wires, providing a robust tool for the design and maintenance of suspension bridge cables. In the final part of this research, the focus shifts to the mechanical performance of a fivelayered mullion design for energy-efficient building facades. Comprising three aluminum layers sandwiched between two polyamide cores, the beam is analyzed using linear and nonlinear elastic sandwich beam theory to derive expressions for effective stiffness. These theoretical predictions are compared with finite element method simulations and validated against experimental data from three-point and four-point bending tests. The results confirm the accuracy of the analytical models presented, demonstrating their potential for enhancing the structural performance of modern building facades. A significant contribution of this research is the development of a comprehensive framework for understanding and predicting the nonlinear elastic behavior of infrastructure materials under complex loading conditions, which the superposition principle may not be simply applicable even though the material behavior is elastic. By integrating configurational forces into the design process, this work offers a novel approach to improving the structural integrity and performance of beams, cables, and facade systems, with wide-ranging implications for the fields of structural engineering and material science.

Submitted in fulfillment of the academic requirements for the degree of Master of Technology in Construction Management, Durban University of Technology, Durban, South Africa, 2015. / On-time completion and conformity with assigned cost of every project are the most important factors in the success of project plans. Cost overruns and time overrun (delays) have been critical problems of many projects around the world in general and in South Africa in particular. The main objectives of this research are to assess the dominant causes of cost and time overruns, identifying possible and practical measures that can minimize overruns in office building construction projects around eThekwini Municipal area of Kwazulu-Natal. These objectives are achieved through the implementation of the research methodologies that are mainly literature review and questionnaire survey conducted to identify and evaluate the significant factors contributing to delay and cost overruns within the projects of interest. A review of literature identified eighty-five variables for delay, grouped in nine major categories and nine variables for cost overruns ranked in their order of importance in three sets based on the responses from the professionals working for the client, consultants and contractors. The agreement among the sets of rankings for delay and cost overruns has also been tested using statistical methods. The result indicates that there is strong agreement on ranking the importance of the individual variables of delay and cost overruns between parties. From each of the three sets of rankings, the twenty most important variables of delay and the three most important variables of cost overrun are identified as critical. Based on overall results, the top five most important causes are contractor’s cash flow problems, delay in progress payments by the client, poor site supervision and management by contractor, inefficient quality control by the contractor during construction leading to rework due to errors, and contractor’s difficulties in financing the project. Out of the 20 most important delay causing variables, three are found to be common between all parties. These are delay in progress payments by the client, delay in delivery and late ordering of material, and insufficient skill of labour. Furthermore, the study reveals that all stakeholders of construction parties are deeply involved in contributing to the causes of the problems. Thus, in order to eliminate or minimize cost and time extension of office construction projects in the eThekwini Municipal area, a joint effort based on teamwork is essential through effective project planning, controlling and monitoring which boils down to putting in place best practice construction project management.

Thesis (MScEng (Mechanical and Mechatronic Engineering))--University of Stellenbosch, 2010. / ENGLISH ABSTRACT: The thesis was initiated by a Consulting Engineering Company (KV3) as a research project to investigate various options in which the efficiency and energy utilisation of conventional air conditioning systems may be enhanced by using alternative and renewable energy. Initially, eight options had been identified and through a process of determining the degree of commercialisation the alternative options were reduced to three. These options, referred to as the sustainable cooling alternatives, are active mass cooling, night flushing and roof cooling system. The roof cooling system comprised a roof-pond, roof-spray, pump and storage tank. The roof cooling system was mathematically and experimentally modelled. The roof cooling experiment was performed under a variety of weather conditions with the roof-pond and storage tank temperatures continuously recorded. The experimentally recorded temperatures were compared to the temperatures generated by the theoretical simulation calculations for the same input and weather conditions. Good agreement was found between the mathematical and experimental model. The largest discrepancy found between the simulated temperature and the experimental temperature was in the order of 1 ºC. A one-room building has been assumed to serve as a basis to which the sustainable cooling alternatives could be applied to for theoretical simulation. The one-room building had four façade walls and a flat roof slab. Night flushing, active mass cooling and the roof cooling system were applied to the one-room building such that the room air temperature and space cooling load could theoretically be simulated. The theoretical simulations were also repeated for the case where the roof-pond and roof-spray were applied as standalone systems to the one-room building. The theoretical simulation calculations were performed for typical summer weather conditions of Stellenbosch, South Africa. Under base case conditions and for a room thermostat setting of 22 ºC the peak cooling load of the one-room building was 74.73 W/m². With the application of night flushing between the hours of 24:00 and 07:00, the room cooling load was reduced by 5.2% by providing 3.9 W/m² of cooling and reducing the peak room temperature by 1.4 ºC. The active mass cooling system was modelled by supplying water at a constant supply temperature of 15 ºC to a pipe network embedded in the roof slab of the one-room building. The sea may typically be considered as a cold water source for buildings situated at the coast. The active mass cooling system reduced the peak cooling load of the one-room building by 50% by providing 37.2 W/m² of cooling and reducing the peak room temperature by 6.7 ºC. When the roof-spray and roof-pond systems were applied as standalone systems to the oneroom building, the peak cooling load of the one-room building could be reduced by 30% and 51% respectively. This is equivalent to 22.3 W/m² of peak cooling by the roof-spray and 38 W/m² of peak cooling by the roof-pond. The roof-spray reduced the peak room temperature by 3.71 ºC while the roof-pond reduced the peak room temperature by 5.9 ºC. Applying the roof cooling system to the one-room building produced 46 W/m² of peak cooling which resulted in a 61.1% reduction in peak cooling load. The roof cooling system reduced the peak temperature by 8 ºC. By comparing the sustainable cooling alternatives, the roof cooling system showed to be the most effective in reducing the one-room building peak cooling load. Over a 24 hour period the roof cooling system reduced the net heat entry to the one-room building by 57.3%. In a further attempt to reduce the peak cooling load, the sustainable cooling alternatives were applied in combinations to the one-room building. The combination of night flushing and roof-spray reduced the peak cooling load by 36% while a combination of night flushing and active mass cooling reduced the peak cooling load by 55%. Combining night flushing with the roof-pond also yielded a 55% peak cooling load reduction. The combination of roofpond, active mass cooling and night flushing provided 51 W/m² of cooling which corresponded to a 68% reduction in peak cooling load. Utilising the sustainable cooling alternatives in a combination in the one-room building gave improved results when compared to the case where the sustainable cooling alternatives were employed as standalone systems. It is illustrated by means of a sensitivity analysis that the ability of the roof cooling system to produce cool water is largely influenced by ambient conditions, droplet diameter and roofspray rate. Under clear sky conditions, an ambient temperature of 15 ºC, relative humidity of 80%, a roof-spray rate of 0.02 kg/sm² and a roof-pond water level of 100mm, water could be cooled at a rate of 113 W/m². The roof-spray energy contributed to 28 W/m² whilst the night sky radiation was responsible for 85 W/m² of the water cooling. It must however be noted that the water of the roof cooling system can never be reduced to a temperature that is lower than the ambient dew point temperature. / AFRIKAANSE OPSOMMING: Die tesis is geïnisieer deur ‘n Raadgewende Ingenieurs Maatskappy (KV3) as a navorsingsprojek om verskeie opsies te ondersoek waarmee die effektiwiteit en energie verbruik van konvensionele lugversorgingstelsels verbeter kan word deur middel van alternatiewe en hernubare energie. Agt opsies is oorspronglik geïdentifiseer en deur middel van ‘n proses waarby die graad van kommersialisering van hierdie alternatiewe maniere bepaal is, kon die opsies verminder word tot drie. Hierdie opsies, ook verwys na as die volhoubare verkoelingsalternatiewe, sluit in aktiewe massa verkoeling, dakverkoeling en nagventilasie. Die dakverkoelingstelsel bestaan uit dakwater, ‘n dakspuit, ‘n pomp en ‘n stoortenk. Die dakverkoelingstelsel is wiskundig en eksperimenteel gemodelleer. Die dakverkoelingseksperiment is uitgevoer onder ‘n verskeidenheid van weersomstandighede. Die dakwater asook die stoortenk se water temperatuur is voortdurend aangeteken. Dieselfde weer- en insetkondisies is gebruik vir die simulasie berekening en die temperature van die stoortenk se water en die dakwater is vergelyk met die temperatuurlesings van die eksperimentele werk. Die temperature van die eksperimentele lesings het goed vergelyk met die temperatuur simulasie berekeninge. Die grootste verskil tussen die simulasie en eksperimentele temperatuur was in die orde grootte van 1 ºC. ‘n Een-kamer gebou is aangeneem om as basis te dien waarop die volhoubare verkoelingsalternatiewe aangewend kon word vir teoretiese simulasie. Die een-kamer gebou het uit vier buite mure en ‘n horisontale beton dak bestaan. Nag ventilasie, aktiewe massa verkoeling en die dakverkoelingstelsel is toegepas op die een-kamer gebou en die kamer se verkoelingslas asook die kamer se lugtempertuur is teoreties gesimuleer. Die teoretiese simulasies is ook herhaal vir die geval waar die dakwater and dakspuitstelsel apart aangewend is op die een-kamer gebou. Die teoretiese simulasie berekeninge is uitgevoer vir tipiese somer weersomstandighede vir Stellenbosch, Suid Afrika. Onder basisgeval omstandighede, waar die een-kamer gebou gesimuleer is, sonder enige volhoubare verkoelingsalternatiewe en ‘n termostaat verstelling van 22 ºC, is die piek verkoelingslas bereken as 74.73 W/m². Met die toepassing van nagventilasie tussen die ure 24:00 en 07:00 was die piekverkoelingslas van die kamer verminder met 5.2% deur 3.9 W/m² se verkoeling te verskaf en die piekkamer temperatuur te verminder met 1.4 ºC. Aktiewe massa verkoeling is gesimuleer deur water teen ‘n konstante temperatuur van 15 ºC te verskaf aan ‘n pypnetwerk, geïnstalleer in the beton dak, van die een-kamer gebou. Geboue geleë aan die kus kan tipies seewater oorweeg as ‘n bron van koue water. Aktiewe massa verkoeling het die piekverkoelingslas van die een-kamer gebou verminder met 50% deur 37.2 W/m² se verkoeling te verskaf en die piekkamer temperatuur te verminder met 6.7 ºC. Wanneer die dakspuit- en dakwaterstelsel aangewend is op die een-kamer gebou as enkel staande stelsels, is die piekverkoelingslas verminder met 30% en 51% onderskeidelik. Dit is ekwivalent aan 22.3 W/m² se verkoeling vir die dakspuitstelsel en 38 W/m² se verkoeling vir die dakwaterstelsel. Die dakspuitstelsel het die piekkamer temperatuur verminder met 3.71 ºC terwyl die dakwaterstelsel ‘n 5.9 ºC verlaging in piekkamer temperatuur tot gevolg gehad het. Die dakverkoelingstelsel het 46 W/m² se piekverkoeling verskaf wat ‘n 61.1% vermindering in piekverkoelingslas tot gevolg gehad het. Die ooreenstemmende piek temperatuur vermindering is 8 ºC. Deur die verskeie volhoubare verkoelingsalternatiewe met mekaar te vergelyk, word getoon dat die dakverkoelingstelsel die mees effektiefste manier is om die een- kamer se piekverkoelingslas te verminder. Oor ‘n tydperk van 24 uur het die dakverkoelingstelsel die totale energievloei na die een-kamer gebou met 57.3% verminder. In ‘n verdere poging om die piekverkoelingslas te verminder, is die volhoubare verkoelingsalternatiewe toegepas in kombinasies op die een-kamer gebou. Die kombinasie van nagventilasie met die dakspuitstelsel het die piekverkoelingslas met 36% verminder, terwyl ‘n kombinasie van nagventilasie en aktiewe massa verkoeling ‘n 55% vermindering in piekverkoelingslas tot gevolg gehad het. Die kombinasie van dakwater en nagventilasie het ook ‘n piekverkoelingslas vermindering van 55% teweeggebring. Die kombinasie van dakwater, aktiewe massa verkoeling en nagventilasie het 51 W/m² se verkoeling veskaf, wat ooreenstem met ‘n 68% vermindering in piekverkoelingslas. Deur die volhoubare verkoelingsalternatiewe in kombinasies toe te pas op die een-kamer gebou, kon beter resultate verkry word toe dit vergelyk is met die geval waar die volhoubare verkoelingsalternatiewe as enkelstaande stelsels toegepas is. Dit is geïllustreer deur middel van ‘n sensitiwiteitsanalise dat die vermoë van die dakverkoelingstelsel om koue water te produseer, beïnvloed word deur buitelug kondisies, waterdruppel deursnee en dakspuit massa vloeitempo. Onder die oop hemelruimteomstandighede, ‘n buitelug temperatuur van 15 ºC, ‘n relatiewe humiditeit van 80%, ‘n dakspuit massa vloeitempo van 0.02 kg/sm² en dakwatervlak van 100 mm, kon water verkoel word teen ‘n tempo van 113 W/m². Die dakspuit gedeelte het 28 W/m² bygedra terwyl die nagruim radiasie sowat 85 W/m² se verkoeling verskaf het. Daar moet egter kennis geneem word dat die water temperatuur van die dakverkoelingstelsel nooit verminder kan word tot onder die buitelug doupunttemperatuur nie.

Lau Yiu Wing Terry. / "Architecture Department, Chinese University of Hong Kong, Master of Architecture Programme 2001-2002, design report." / Includes bibliographical references (leaves 74). / Chapter 1.0 --- INTRODUCTION / Chapter 1.01 --- synopsis / Chapter 1.02 --- background information / Chapter 1.03 --- "what, why,...." / Chapter 3.0 --- CASE STUDIES / Chapter 3.00 --- Research and study / Chapter 3.01 --- Living Pattern / Chapter 3.02 --- Case studies in standard schools / Chapter 3.03 --- School in Shanghai / Chapter 3.04 --- International School in Shanghai / Chapter 3.05 --- School in Japan / Chapter 3.06 --- International School in Hong Kong / Chapter 3.07 --- Local School in Hong Kong / Chapter 3.08 --- School Village / Chapter 3.09 --- "Pros of the idea of ""School Village""" / Chapter 5.0 --- SITE INVESTIGATION / Chapter 5.01 --- Site Analysis Diagrams / Chapter 5.02 --- Air Pollution / Chapter 5.03 --- Population Diagrams / Chapter 5.04 --- Accessibility and Traffic Flow Diagrams / Chapter 5.05 --- Existing Facilities information / Chapter 5.06 --- Existing School Information / Chapter 5.07 --- Conclusion / Chapter 7.0 --- DESIGN AND DEVELOPMENT / Chapter 7.01 --- Study Model scheme / Chapter 7.02 --- Site Model Design / Chapter 7.03 --- Final Model Design / Chapter 7.04 --- Design diagrams / Chapter 7.05 --- Architectural consideration / Chapter 7.06 --- Scheme design / Chapter 7.07 --- "Special Study- Bridge Detail, Building Service and Interior" / Chapter 9.0 --- RECORDS INFORMATION / Chapter 9.01 --- Interview / Chapter 9.02 --- Bibliography / Chapter 9.03 --- Presentation Records / Chapter 2.0 --- HYPOTHESIS / Chapter 2.01 --- Purpose of thesis / Chapter 2.02 --- The ideal school environment - A School Village / Chapter 4.0 --- SITE SELECTION / Chapter 4.01 --- Option One 一 Kowloon Tong / Chapter 4.02 --- Option Two 一 Boma Hill / Chapter 4.03 --- Option Three 一 Kwun Tong / Chapter 6.0 --- DESIGN ELEMENTS / Chapter 6.01 --- Land use / Chapter 6.02 --- Planning precepts / Chapter 6.03 --- Design for integration / Chapter 6.04 --- Design strategy / Chapter 6.05 --- Social distance / Chapter 6.06 --- Design program / Chapter 6.07 --- Newspaper cutting / Chapter 8.0 --- PRECEDENT STUDIES AND APPENDIX / Chapter 8.01 --- Bernard Tschumi 一 Pare de la Villette / Chapter 8.02 --- Christian Norberg-Schulz Intentions in Architecture

Schools must have adequate classroom space available in order to educate the growing population of school age students in Florida. School concurrency is one method used to attempt to have seats available in schools as the need arises. Two Florida counties that have attempted to implement school concurrency are presented in a case study format as well as a Nevada county that has taken a different approach to managing the same issue. Through an analysis of documents, interviews and district data, a hypothesized model is tested and modified to present one method of providing adequate classroom space in Florida schools. / by Tracey Miller. / Thesis (Ed.D.)--Florida Atlantic University, 2009. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2009. Mode of access: World Wide Web.

University of Macau / Faculty of Science and Technology / Department of Civil and Environmental Engineering