京都大学 / 新制・課程博士 / 博士(理学) / 甲第23685号 / 理博第4775号 / 新制||理||1684(附属図書館) / 京都大学大学院理学研究科数学・数理解析専攻 / (主査)教授 荒川 知幸, 教授 玉川 安騎男, 教授 並河 良典 / 学位規則第4条第1項該当 / Doctor of Science / Kyoto University / DFAM

A problem with the construction line of business versus the environment is that there are not that much knowledge and rules around the carbon dioxide emissions that several construction projects releases. A lot of companies that we contacted didn´t have the knowledge about the carbon dioxide that releases from the construction projects that they´ve built. This is understandable because it is a very difficult calculation to do, it requires very advanced tools and knowledge around the subject to make detailed calculations. With this master thesis, we want to compare prefabricated buildings with different materials from an environmental perspective with a focus on the carbon dioxide. The different materials we are comparing are steel and tree.   The purpose with this master thesis is to create a basis for Riki AB so that they will have a better sight on the environmental impact from their steel prefabrications which is shipped from China and this will be done with a comparison between a Swedish traditional half prefabricated apartment building.   The first step for the thesis has been a literature study and interviews about the subject. The obtained literature study consists of rapports, relatable thesis, analysis and digital internet sources. The interviews were implemented with companies which were knowledgeable of prefabrication and materials, this was done to get a deeper understanding of the materials effects of the environment.   The result of this examination results that the prefabricated apartment buildings made of steel from China has a larger carbon dioxide emission compared to the Swedish half prefabricated apartment buildings made of tree.

The development of society calls for a new approach to traditional building systems, which no longer meet the demands of today's society. This is mainly manifested in the following points: 1. Traditional buildings, when decayed, generate a large amount of construction waste, which occupies more land and resources in the form of landfills. New buildings should aim to minimize or eliminate construction waste generation, thus reducing environmental damage. The transformation of buildings from "Cradle to Grave" to "Cradle to Cradle." 2. Different ages, social roles, and professions require varying building functionalities and sizes. Buildings should be adaptable to meet these diverse needs. 3. Buildings should not be permanently fixed to a single location but should be in a continuous process of change, even to the extent of being movable. 4. Buildings should have a growth and transformation process, where components can be recycled and reused, similar to how chemical elements can cycle naturally in the environment. 5. Buildings should be designed for rapid transport, assembly, and disassembly. They should not require specialized construction workers for installation. This is in contrast to traditional buildings with long construction periods, poor construction quality, and high levels of complexity. 6. Building design should be simplified and modular, allowing for quick achievement of aesthetic, functional, safety, and livability requirements. Owners should be able to participate in the design process, enabling them to meet their own usage and living needs. This approach differs from traditional building design, which requires extensive involvement from trained architects and engineers, resulting in higher construction costs and resource consumption. 7. New recycling houses should be adaptable for various functions and building types, such as houses, apartments, townhouses, offices, affordable housing, single-story or multi-story buildings, and even high-rise structures. 8. In summary, the concept of recycling houses aligns with the need for sustainable and adaptable buildings that minimize waste, accommodate diverse needs, promote ease of construction, and allow for resource conservation. / Master of Architecture / The development of society calls for a new approach to traditional building systems, which no longer meet the demands of today's society. This is mainly manifested in the following points: 1. Traditional buildings, when decayed, generate a large amount of construction waste, which occupies more land and resources in the form of landfills. New buildings should aim to minimize or eliminate construction waste generation, thus reducing environmental damage. The transformation of buildings from "Cradle to Grave" to "Cradle to Cradle." 2. Different ages, social roles, and professions require varying building functionalities and sizes. Buildings should be adaptable to meet these diverse needs. 3. Buildings should not be permanently fixed to a single location but should be in a continuous process of change, even to the extent of being movable. 4. Buildings should have a growth and transformation process, where components can be recycled and reused, similar to how chemical elements can cycle naturally in the environment. 5. Buildings should be designed for rapid transport, assembly, and disassembly. They should not require specialized construction workers for installation. This is in contrast to traditional buildings with long construction periods, poor construction quality, and high levels of complexity. 6. Building design should be simplified and modular, allowing for quick achievement of aesthetic, functional, safety, and livability requirements. Owners should be able to participate in the design process, enabling them to meet their own usage and living needs. This approach differs from traditional building design, which requires extensive involvement from trained architects and engineers, resulting in higher construction costs and resource consumption. 7. New recycling houses should be adaptable for various functions and building types, such as houses, apartments, townhouses, offices, affordable housing, single-story or multi-story buildings, and even high-rise structures. 8. In summary, the concept of recycling houses aligns with the need for sustainable and adaptable buildings that minimize waste, accommodate diverse needs, promote ease of construction, and allow for resource conservation.

This thesis describes the design and evaluation of two devices to be included in the next generation of the family of devices called the Boundary Layer Data System (BLDS). The first device, called the Quasi-Static Strain Data Acquisition System, is a continuation of the BLDS-M series of devices to be known as the Flight Test Data System (FTDS) that uses a modular approach to acquire non-flow, quasi-static mechanical strain measurements. Various breakout boards and development boards were used to synthesize the device, which were housed by a custom PCB board. The system is controlled by the SimbleeTM System on a Chip (SOC), and strain measurements are acquired using the HX711 analog-to-digital converter (ADC), and acceleration measurements are acquired with the ADXL345 accelerometer. The Arduino IDE was used to program and troubleshoot the device. The second device, called the Dynamic Strain Data Acquisition System, is a laboratory proof-of-concept device that evaluates various methods of acquiring dynamic strain measurements that may be used in future FTDS designs. A custom PCB board was designed that houses the microcontroller and the various passive components and ICs used to acquire and store strain measurements. The system is controlled by the Atxmega128A4U microcontroller, and measurements are acquired using the AD7708 external ADC and the on-board ADC of the microcontroller. Atmel StudioTM was used to program the microcontroller in C/C++ and to troubleshoot the device. Both devices were tested extensively under room temperature and low temperature conditions to prove the reliability and survivability of each device. The quasi-static data acquisition system was validated to acquire and store measurements to a microSD card at 10 Hz, with a peak operating current under 60 mA. The dynamic data acquisition system was proven to acquire a thousand measurements at 1 kHz and store the data to a microSD card, with a peak operating current under 60 mA.

Modular housing is an important segment of the factory-built housing industry, in the Mid-Atlantic. In 1998, a study was conducted to assess the structural needs and requirements of this industry. This study addressed three questions. (1) What is the current and future state of the industry? (2) What structural material trends are present between 1992 - 2000? (3) What opportunities exist for product substitution and development of new structural materials? This study found that the modular housing industry in the Mid-Atlantic region is growing. The greatest barrier to market expansion is transportation costs. Expansion is expected in the South and Midwest regions of the US. Most competition comes from site-built and manufactured homebuilders. To stay competitive, respondents plan to increase customization options and home size. The need for cost effective, quality structural materials is a growing concern. Softwood dimensional lumber has been decreasing since 1992 and is expected continue to decrease through 2000. Decreases are due to design changes and quality concerns. The use of engineered lumber has increased in order to compensate for decreases in dimensional lumber necessary to meet the structural needs of the industry. Using factor analysis and perceptual mapping techniques, dimensional lumber was not perceived to be as suited for structural building applications as engineered lumber. However, respondents felt that engineered lumber tended to be more expensive. Perceptual mapping also identified gaps between the ideal needs of building applications and the ability of current materials to meet those needs. Opportunities for new product development exist where gaps occurred. / Master of Science

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Let X be an Atkin-Lehner quotient of the modular curve X_0(N) whose Jacobian J_f is a simple quotient of J_0(N)^{new} over Q. We give analytic methods for determining the rational points of X using quadratic Chabauty by explicitly computing two p-adic Gross--Zagier formulas for the newform f of level N and weight 2 associated with J_f when f has analytic rank 1. Combining results of Gross-Zagier and Waldspurger, one knows that for certain imaginary quadratic fields K, there exists a Heegner divisor in J_0(N)(K) whose image is finite index in J_f(Q) under the action of Hecke. We give an algorithm to compute the special value of the anticyclotomic p-adic L-function of f constructed by Bertolini, Darmon, and Prasanna, assuming some hypotheses on the prime p and on K. This value is proportional to the logarithm of the Heegner divisor on J_f with respect to the differential form f dq/q. We also compute the p-adic height of the Heegner divisor on J_f using a p-adic Gross-Zagier formula of Perrin-Riou. Additionally, we give algorithms for the geometric quadratic Chabauty method of Edixhoven and Lido. Our algorithms describe how to translate their algebro-geometric method into calculations involving Coleman-Gross heights, logarithms, and divisor arithmetic. We achieve this by leveraging a map from the Poincaré biextension to the trivial biextension.

This report deals with the use of the "Modular Approach", in the simulation of change-over operations, for a continuous multiproduct chemical plant. A dynamic model of the continuous fat hydrolysis process was built, with the DYNSYS framework, with the purpose of evaluating the usefulness of this programme in simulating different change-over operation policies. Operator's activities were simulated making use of an interactive version of DYNSYS, demonstrating its value for studying alternate changeover policies and possible as a training device. Supervisory control was implemented in order to automate the change-over operations, simulating the functions of a small computer controlling the process. Improved operating policies for change-over are proposed and the validity of the simulation is discussed from both a practical and a theoretical point of view. / Thesis / Master of Engineering (ME)