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Factors influencing a building-material company brandDangers, Allin R. 04 June 2012 (has links)
M.Tech. / The following study is concerned with the factors influencing brand loyalty in the facebrick industry. It focuses on what has made other brands successful and what Corobrik has to do to develop the same level of brand loyalty. This study is a journey which incorporates a literature review of branding and what branding means to a company, as well as interviews which showcase areas where Corobrik need to improve to reach the same level of brand loyalty that exceptionally successful brands, such as Coca Cola, Mercedes Benz and BMW enjoy.
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Plastics as structural materials in buildingHaghbin, Mahtab. January 1974 (has links)
No description available.
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Aluminium : production processes and architectural applicationFauré, Philippe L. January 1987 (has links)
No description available.
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An experimental apparatus for the measurement of moisture permeability of building materialsMosier, Roger Carhart 10 July 2009 (has links)
An experimental apparatus was built and operated for the measurement of moisture permeability of building materials. The data are for use in resolution of problems associated with moisture buildup in porous building materials. The apparatus is capable of maintaining simultaneous humidity and temperature differences across a test specimen. In contrast with existing experimental methods, the relative humidity on either side of the specimen is controlled without the use of quiescent saturated salt solutions. Forced-air convection at the surface of the specimen is used, resulting in uniform spatial conditions and faster results. Data are obtained for fiberboard sheathing at various temperature and humidity setpoints.
The apparatus consists of two environmental chambers between which a wood-based test specimen is sealed. An external forced-air conditioning system using distilled water and molecular sieve desiccant humidifies or dries the chamber air as needed. The moisture transfer rate across the specimen is determined gravimetrically: the desiccant column is weighed to measure its change in mass as a result of moisture diffusion across the specimen. The apparatus is capable of maintaining relative humidities over a range of 5 to 65 percent RH, with a temperature difference across the specimen of up to 20°C. Furthermore, the apparatus is capable of automated relative humidity and temperature control to within ±0.5 percent RH and ±0.5°C of the setpoints, respectively.
Test results for fiberboard sheathing subjected to a range of humidity and temperature conditions are presented. Results are compared with the limited data from the literature. Recommendations for improvement of the data measurement methods are included. / Master of Science
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Market entry and integration strategies for building productsNgan, Po-yuen, Ricky., 顔寶源. January 1993 (has links)
published_or_final_version / Business Administration / Master / Master of Business Administration
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The manufacturing of curtain wall materials in Hong Kong : research report.January 1982 (has links)
by Ng Cho-yin, Tony, Ha Woon-chun, Mary. / Bibliography : leaf 70 / Thesis (M.B.A.)--Chinese University of Hong Kong, 1982
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Material, structure and space articulation of housing in rural China. / 中國鄉鎮住宅的物料、結構與空間之結合 / Zhongguo xiang zhen zhu zhai de wu liao, jie gou yu kong jian zhi jie heJanuary 2008 (has links)
Leung Chi Sing. / "Architecture Department, Chinese University of Hong Kong, Master of Architecture Programme 2007-2008, design report." / Includes bibliographical references (leaves 78). / Chapter 1. --- Thesis Statement --- p.1 / Chapter 2. --- Trip Study --- p.2 / Background --- p.2 / Material Available --- p.5 / Construction --- p.6 / Houses Analysis --- p.7 / Chapter 3. --- Traditional Element and Pattern --- p.18 / Chapter 4. --- Space Study --- p.24 / Chapter 5. --- Wall and Slab Organization --- p.27 / Chapter 6. --- Brick Study --- p.36 / Brick Organization --- p.36 / Brick Parameters --- p.39 / Brick Accompanied other uses --- p.44 / Chapter 7. --- Construction Detail --- p.46 / Chapter 8. --- Design Project --- p.55 / Concept --- p.55 / Strategy for Structure and Non-Structure --- p.63 / Bonding Study for Non-Structure --- p.64 / Material and Spatial Expression --- p.65 / Layout Plan --- p.66 / Construction Detail --- p.67 / Interior Subdivision --- p.68 / Building Envelope --- p.69 / Other Type 1 --- p.70 / Other Type 2 --- p.74 / Chapter 9. --- Bibliography --- p.78
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Recycled aggregate concrete acoustic barrierKrezel, Zbigniew Adam, n/a January 2006 (has links)
This document reports on a research project aimed at developing a concrete acoustic barrier
made from Recycled Aggregate (RA) Concrete. The research project was undertaken in
response to the needs expressed by the Victorian concrete recycling industry. The industry,
the scientific community conducting research into relevant disciplines, and the community
at large, represented by Victorian government agencies, are of the opinion that there is a
need to devise a higher value utilisation application for selected concrete recycling
products.
This document outlines the rationale and objectives of the research project which involves
the examination of Recycled Concrete (RC) Aggregate, the design and examination of RA
Concrete, and finally the development of an acoustic barrier made from RA Concrete.
The literature review presented in this report examines aspects of concrete recycling and
concrete technology pertaining to traditional and alternative constituent materials for
concrete production. Firstly, the importance and influence of fine and coarse aggregate on
basic properties of concrete is introduced. Secondly, an account on the use of alternative
materials in concrete technology, especially of coarse recycled aggregates and
supplementary cementitious materials (SCM) is described. Thirdly, some of the physical
and mechanical properties and how the use of RC Aggregate and SCM changes these
properties are discussed. Fourthly, a number of commonly used techniques and neutron
scattering techniques to investigate aggregate and concrete properties are introduced and
discussed. Fifthly, the porosity of aggregate and concrete including durability are
specifically discussed and testing methods are reasoned. The literature review also
discusses the use of no-fines concrete; its physical, mechanical and acoustic properties.
Finally it presents an account of the use of concrete in transportation traffic noise
attenuation devices.
This document continues with an outline of a methodology that was adopted in this
research project. It outlines experimental work aimed at examining the properties of RC Aggregate which amongst other properties includes porosity, particle size distribution,
water absorption, shape and density. It continues examining RA Concrete properties and
includes, among other properties, compressive strength, porosity and durability as well as
sound absorption of acoustic barrier. The methodology introduces standard and purposely
modified test procedures used in the examination of aggregates, concrete and acoustic
barrier. An account of various research techniques is presented, spanning from simple
visual observations to more sophisticated neutron scattering techniques. The summary of
test procedures follows a description of test specimen composition and their sizes, and a
suite of tested specimens. It also introduces statistical methods used to analyse test results.
After a detailed description of the aggregate, concrete and RA Concrete acoustic barrier,
the document outlines a summary of data generated through the experimental program of
this research project. The data on fine aggregate, on selected 14/10mm coarse RC
Aggregate, on concrete made from natural and recycled aggregate and on acoustic barrier
are presented and discussed. Test results of various physical, mechanical and acoustic
properties of aggregate, concrete and barrier are reported, analysed and discussed. The data
from observations, visual assessment and scientific experimentation of specific properties
are then crossed analysed in a search for relationships between properties of fine and coarse
aggregates and properties of concrete made from such aggregates. A cross analysis of data
on ?less-fines? RA Concrete and on the acoustic performance of barrier is examined, and
the relationship between the volume of interconnected voids in a porous part of ?less-fines?
concrete, and the sound absorption of acoustic barrier is discussed and reported.
The document then presents a synthesis of the literature review results, project aims
adopted within the experimental program and test results in the three main areas of this
research project. These areas include recycled concrete aggregate, recycled aggregate
concrete and acoustic barrier made from RA Concrete.
Finally, conclusions reached through the course of this investigation are summarised and
recommendations are proposed in relation to the RA Concrete acoustic barrier. The main
conclusion is that selected RC Aggregate can be used in the production of concrete of a compressive strength of 25MPa, if the moisture content and water absorption in the
aggregate are closely monitored, and the foreign material content is kept below 1.5%. The
author concludes that acoustic barrier made from selected RC Aggregate has unique sound
absorption characteristics that can easily be tunable by a selection of appropriate aggregate
and by specific concrete mix designs. Recommendations for further research are also
proposed.
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Toward improved flange bracing requirements for metal building frame systemsTran, Dai Quang 08 April 2009 (has links)
This research investigates the application of the AISC Direct Analysis Method for stability bracing design of columns, beams, beam-columns and frames. Emphasis is placed on out-of-plane flange bracing design in metal building frame systems. Potential improvements and extensions to the 2005 AISC Appendix 6 stability bracing provisions are studied and evaluated. The structural attributes considered include various general conditions encountered in practical metal building design: unequal brace spacing, unequal brace stiffness, nonprismatic member geometry, variable axial load or bending moment along the member length, cross-section double or single symmetry, combined bending and axial load, combined torsional and lateral bracing from girts/purlins with or without diagonal braces from these components to the inside flanges, load height, cross-section distortion, and non-rigid end boundary conditions. The research addresses both the simplification to basic bracing design rules as well as direct computation for more complex cases. The primary goal is improved assessment of the demands on flange bracing systems in metal building frames.
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The use of recycled concrete in constructionFung, Wing-kun., 馮永根. January 2005 (has links)
published_or_final_version / abstract / toc / Civil Engineering / Doctoral / Doctor of Philosophy
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