Dissertations / Theses on the topic 'Buildings – Defects'
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Netto, Anne Magdalaine. "Third party rights for latent defects in buildings." Thesis, King's College London (University of London), 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.368707.
Full textShelbourn, Mark. "Using computer-aided-learning to train inexperienced surveyors in diagnosing defects in buildings." Thesis, University of Salford, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.248911.
Full textMook, King-tong Chris. "Curtain wall defects in Hong Kong high-rise office buildings incidences, seriousness and causes /." Click to view the E-thesis via HKU Scholars Hub, 2006. http://lookup.lib.hku.hk/lookup/bib/B37943224.
Full textLe, Roux Martyn. "Defect in the South African construction industry." Thesis, Nelson Mandela Metropolitan University, 2012. http://hdl.handle.net/10948/d1020320.
Full textSilveira, Dora Susana Gomes da. "Constructive and mechanical characterisation of adobe masonry walls of existing buildings." Doctoral thesis, Universidade de Aveiro, 2016. http://hdl.handle.net/10773/17313.
Full textEarthen construction has been widely used throughout the world, since approximately 10000 years ago and until the present day. A significant part of the world earthen built heritage – including many properties inscribed on the UNESCO’s World Heritage List –, however, is at risk. In Portugal, earth was also a widely used construction material until the middle of the 20th century. In Aveiro district, in particular, adobe construction was very common. Currently, there are still a great number of adobe constructions in this region, a large part of which are in use. Many of the existing buildings are of social, cultural, and architectural value. Despite their value, however, many of these buildings are in a poor state of conservation, suffering from various structural and non-structural defects. The problems observed in existing adobe buildings result in large part from a lack of knowledge regarding the materials and building systems used in this type of construction. There is, in particular, a lack of knowledge about the properties and behaviour of adobe masonry walls, which are key structural elements that influence the overall behaviour of buildings. The main aim of the research developed and discussed in this thesis is thus to contribute to this knowledge, focusing, in particular, on the adobe buildings of Aveiro district. For this purpose, a visual and dimensional inspection of the facade walls of twenty-one representative adobe buildings was conducted. With this inspection, it was possible to carry out a detailed analysis of the facade walls – including their structural system, coatings, and traditional masonry materials – and to assess the vulnerabilities, common defects, and state of conservation of these elements. A series of experimental tests were also carried out. Simple compression tests were performed on cylindrical and cubic adobe specimens, flexural tests on adobe bricks, and splitting tests on cylindrical specimens. Simple compression and diagonal compression tests were also conducted on ten full-scale adobe masonry wall panels, built with adobes taken from an existing construction. Finally, an in-plane horizontal cyclic test was performed on a full-scale double-T shaped adobe wall, also built with adobes from an existing construction. With the tests carried out, it was possible to characterise the strength, stiffness, stress-strain relationships, and common damage pattern of the test specimens, and to assess correlations between different mechanical properties. It was also possible to develop a comparison between the strength values obtained and the limits indicated in existing standards for earthen construction, and between the results obtained and those determined by other authors for test specimens representative of adobe construction in other countries. The results presented and discussed in this thesis contribute to the enrichment of knowledge that is considered essential to support the conservation and rehabilitation of existing adobe buildings, not only in Portugal, but also in other regions of the world.
A construção em terra tem sido muito utilizada em todo o mundo, desde há cerca de 10000 anos atrás e até aos dias de hoje. Uma parte significativa do património mundial construído com terra, incluindo vários bens inscritos na Lista de Património Mundial da UNESCO, encontra-se, no entanto, em risco. Em Portugal, a terra foi também um material de construção muito utilizado até meados do século XX. No distrito de Aveiro, em particular, a construção em adobe era muito comum. Atualmente, existe ainda um elevado número de construções em adobe nesta região, grande parte das quais se encontram em uso. Muitos dos edifícios existentes são de valor social, cultural e arquitetónico reconhecido. No entanto, apesar do seu valor, muitos destes edifícios estão em mau estado de conservação, apresentando anomalias estruturais e não estruturais variadas. Os problemas observados nos edifícios existentes de adobe resultam, em grande parte, de falta de conhecimento sobre os materiais e sistemas de construção utilizados neste tipo de edificação. Há, em particular, falta de conhecimento sobre as propriedades e o comportamento das paredes de alvenaria de adobe, que são elementos estruturais principais que influenciam o comportamento global dos edifícios. Assim, o trabalho de investigação desenvolvido e discutido nesta tese tem como principal objetivo contribuir para este conhecimento, debruçando-se, em particular, sobre as construções em adobe do distrito de Aveiro. Para este efeito, foi realizada uma inspeção visual e dimensional das paredes de fachada de vinte e um edifícios de adobe representativos. Com esta inspeção, foi possível analisar de forma detalhada as paredes de fachada – incluindo o seu sistema estrutural, revestimentos e materiais de alvenaria tradicionais – e avaliar as vulnerabilidades, anomalias comuns e estado de conservação destes elementos. Uma série de ensaios experimentais foi também levada a cabo. Foram realizados ensaios de compressão simples sobre provetes cilíndricos e cúbicos de adobe, ensaios de flexão sobre blocos de adobe e ensaios de compressão diametral sobre provetes cilíndricos. Foram ainda realizados ensaios de compressão simples e compressão diagonal sobre dez painéis de alvenaria de adobe à escala real, construídos com adobes recolhidos de uma construção existente. Por fim, realizou-se o ensaio de uma parede à escala real em forma de ‘duplo T’, construída também com adobes de uma construção existente, sob a ação de uma carga horizontal cíclica, aplicada no plano da parede. Com os ensaios realizados, foi possível caracterizar a resistência, a rigidez, as relações de comportamento tensão-deformação e o padrão comum de dano dos elementos ensaiados, e avaliar as correlações entre diferentes propriedades mecânicas. Foi ainda desenvolvida uma comparação entre os valores de resistência obtidos e os limites indicados nas normas existentes para a construção em terra, bem como entre os resultados obtidos e aqueles determinados por outros autores para a alvenaria de adobe representativa da construção em adobe noutros países. Os resultados apresentados e discutidos nesta tese contribuem para o enriquecimento de conhecimento que é considerado essencial para apoiar a conservação e reabilitação dos edifícios de adobe existentes, não só em Portugal, mas também noutras regiões do mundo.
Fox, Matthew William. "Thermography approaches for building defect detection." Thesis, University of Plymouth, 2016. http://hdl.handle.net/10026.1/4304.
Full textPusuluri, Pullarao. "Building Pathology: Survey of defects and cost estimate of a case study renovation project." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Find full textGeorgiou, Jim, and edu au jillj@deakin edu au mikewood@deakin edu au wildol@deakin edu au kimg@deakin. "A COMPARISON OF DEFECTS IN HOUSES CONSTRUCTED BY OWNERS AND REGISTERED BUILDERS IN VICTORIA 1988-1996." Deakin University. School of Architecture and Building, 2000. http://tux.lib.deakin.edu.au./adt-VDU/public/adt-VDU20040618.094452.
Full textwas used to determine the severity, the incidence, and location of defects within each house type. Houses less than a year old were found to contain a siginificant proportion of defects for both types of builder. In addition, it was found that HO builders had a mean of 2.74 defects per house and HR builders mean of 2.30 defects per house for the seven-year warranty period. To determine whether there was a significant difference between the quality of housing produced by HO and HR the statistical technique of Chi-squared analysis was undertaken at a 5% level of significance. The analysis revealed that there was a significant difference between the quality of housing procured by owner
builders. In particular, it was found that the important category of workmanship for HO builders had significantly less defects that HR builders, which suggests that HR builders need to improve their managerial practices and the quality of on-site supervision. In essence, this thesis has provided a series of benchmark metrics for latent defects against which current and future legislative programs con be compared for new housing in the State of Victoria. It is recommended that future research focus on the methods for improving the role of the on-site supervisor as they are considered to be the important link in the quality chain.
Jakimovska, Ana. "Empirical framework for building and evaluating Bayesian network models for defect predication." Thesis, University of Surrey, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.527022.
Full textZhu, Zhenhua. "Column recogniton and defects/damage properties retrieval for rapid infrastructure assessment and rehabilitation using machine vision." Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/44768.
Full textStoker, Alexander. "Building a Medical App: Approach, Infrastructure, and Challenges of Developing a Congenital Heart Defects App for Educational Purposes." Thesis, The University of Arizona, 2016. http://hdl.handle.net/10150/603666.
Full textMobile software application (apps) have exploded in popularity since 2008, when Apple’s App Store opened and have become increasingly present in medical education and medical practice. As evidence of educators realizing the potential apps have for educating students, the University of Arizona has created a department called the Office of Instruction and Assessment (OIA), which has a programming team that is committed to assisting faculty in the design, development and implementation of apps for University of Arizona Students. Congenital heart defects are the most common type of birth defect in the United States, affecting nearly 1% of, or about 40,000, births per year. There are complex three‐dimensional relationships involved in many of the congenital heart defects that may be difficult for students to fully understand through the traditional method of reading and looking at two‐dimensional diagrams. The principle goal of this project was to participate in the design and development of an educational mobile app that allows the user to interactively rotate digital 3D models of hearts with congenital heart defects. Multiple approaches to developing an educational medical app were explored including utilizing basic app‐building programs that do not require computer coding or programming, paying a for‐profit company to develop an app, and collaborating with a larger educational institution that has the resources available for developing an app and has a potential use for the app. This thesis aims to describe the resources available to develop an educational app, the major factors that determine the best approach for app development and the challenges associated with each approach. Through the case example of developing “Heart Defects” with the Office of Instruction and Assessment at the University of Arizona and publishing the app on the Apple App Store it was determined that the major factors guiding the approach to app development are complexity of the app, computer programming experience of the individual planning to develop an app, and having access to a larger institution with the ability to develop apps and the institution having a perceived benefit from developing the app.
Sapio, Roberta. "Learning from experience: Analysis of the civil litigation regarding building structures on the court of bologna in the years 2011/2012." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/8001/.
Full textPetersson, Matilda. "Byggfelsförsäkringen : Ändamål och ändamålsenlighet?" Thesis, Linköpings universitet, Institutionen för ekonomisk och industriell utveckling, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-19486.
Full textAt the moment there is an existing statutory requirement regarding taking out an insurance policy each time a residential property is being constructed and also in connection to certain acts of modifications which require building permit. This insurance policy covers costs relating to compensations of defects in relation to the property, which have arisen during the construction time, with the purpose of restoring defects and errors and thereby avoiding lengthy legal proceedings concerning the identity of whom is responsible for the cost of restoring the errors. The idea is originally a good one, however, it does not seem to function very well in real life. The statute contains several rules regarding limitations of legal liability, which has led to the consequence that a right to compensation often is lacking, although it is reasonable to assume that the defects in question should indeed be covered by the insurance policy. This dissertation aims to describe, illuminate and analyse the Building Defects Insurance Act and its area of scope, and thereby examine whether the purpose of the Act is fulfilled as it is construed at this point in time or whether the Act should be altered and, in that case, in what way that could be done. My conclusion, after examining the present legal situation and existing insurance policies, is that the Building Defects Insurance Act has quite a narrow scope and therefore should be extended in order for the Act to fulfil its purpose. In my opinion, defects in property developments should be considered being within the scope of the insurance policy, in order to offer the property developer full protection regarding defects in the property. It is also my opinion that consumers choosing to construct their own properties can, without difficulty, be excluded from the requirement of insurance since the insurance is of very limited value for consumers.
Sherwood, Patricia Ann. "Inspections : software development process for building defect free software applied in a small-scale software development environment /." Online version of thesis, 1990. http://hdl.handle.net/1850/10598.
Full textJafri, Syed Hassan Mujtaba. "Building Systems for Electronic Probing of Single Low Dimensional Nano-objects : Application to Molecular Electronics and Defect Induced Graphene." Doctoral thesis, Uppsala universitet, Tillämpad materialvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-160630.
Full textDelattorre, Joyce Paula Martin. "Arcabouço teórico para mineração de dados de defeitos construtivos em modelos BIM." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-05122016-152544/.
Full textIn the construction market, BIM - Building Information Modeling is no longer a fad adopted by few pioneers, but the centerpiece of technology in the Architecture, Engineering and Construction market (AEC), addressing aspects of design, construction and operation of buildings. In addition to engineering design information, the BIM model allows for storage and management of information from the construction process, facilities operations and building maintenance. Alongside with this, the amount of information stored in models and the opportunity to identify patterns related to geometry and topology of construction components also increase. For the analysis of this information, the use of appropriate data processing techniques is essential. Use of KDD (Knowledge Database Discovery) and Data Mining are among the existing techniques used for knowledge extraction in large databases. While focusing on data from construction defects and considering that a BIM model is not a standard data repository, in which standard data mining techniques could be applied directly, this research aimed to develop a theoretical framework that defines the requirements and procedures for the use of Data Mining Techniques for construction defects in BIM models, while providing a conceptual basis for its practical application. It is based on the concept that the application of data mining in BIM models is able to retrieve patterns that are influenced by the geometry of building elements and that these patterns can be useful for analyzing issues of construction quality, productivity, maintenance, and post-occupancy, among others. In addition to the proposition of a theoretical framework, this research developed a standard set of BIM components for the record of construction defects data, and suggested a structure for the categorization of correlations between defects and BIM components, with the purpose of clearly identifying relevant information for the data mining process.
Alhajeri, Mashael Abdulaziz. "Post-construction liabilities for latent defects in building and construction contracts : the theoretical foundations and the allocation of risk (a comparative study in Kuwaiti, French, and English Law)." Thesis, University of Essex, 2004. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.534372.
Full textToronto, Nathan W. "Why war is not enough military defeat, the division of labor, and military professionalization /." Columbus, Ohio : Ohio State University, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1166202109.
Full textThorsell, Thomas. "Advances in Thermal Insulation : Vacuum Insulation Panels and Thermal Efficiency to Reduce Energy Usage in Buildings." Doctoral thesis, KTH, Byggnadsteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-90745.
Full textQC 20120228
Wells, Dominic David. "Coalitions are People: Policy Narratives and the Defeat of Ohio Senate Bill 5." Bowling Green State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=bgsu1371806814.
Full textKadlčík, Radek. "Pasportizace stavebně-technického stavu rodinného domu v Hodoníně." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241367.
Full textHlavsa, Petr. "Vady a poruchy rezidenčních nemovitostí z pohledu tepelné techniky a jejich možný dopad na cenu nemovitosti." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2014. http://www.nusl.cz/ntk/nusl-233063.
Full textStanislav, Štěpán. "Průzkum a hodnocení zděné budovy před modernizací." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226974.
Full textAkevren, Selen. "Non-destructive Examination Of Stone Masonry Historic Structures-quantitative Ir Thermography And Ultrasonic Velocity." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611673/index.pdf.
Full textUrbánek, Zdeněk. "Standardizace znaleckých postupů při zjišťování vad projektové dokumentace vypracované do roku 1949." Doctoral thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2018. http://www.nusl.cz/ntk/nusl-354850.
Full textSeibel, Kevin S. "Perceptions of ideological imperialism why the establishment of democracy in the Middle East alone will not defeat Islamist terrorism /." Quantico, VA : Marine Corps Command and Staff College, 2008. http://handle.dtic.mil/100.2/ADA491185.
Full textKopečková, Hana. "Hodnocení aktuálního stavebně technického stavu existujícího objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227017.
Full textJuklová, Sandra. "Pasportizace stavebně-technického stavu měšťanského domu v Havlíčkově Brodě." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241338.
Full textBjörling, Linnéa, and Gardell Alicia Diaz. "Reparation av inbyggda stålbalkar : Ekonomiska och tidseffektiva förstärkningsmetoder med låg klimatpåverkan." Thesis, KTH, Byggteknik och design, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259636.
Full textBefore the discovery of pores in the weld, CE-certified steel beams were embedded in two constructions. Since the weld was defective, the carrying capacity of the two buildings was questioned. There is a lack of knowledge about embedded steel beams with a damaged weld. It is difficult to repair and analyze the weld when the beams are embedded in the construction. The aim of the study is to find reinforcement methods for steel beams. The expectation is to shorten time in the production in case that defective steel beams are detected in the construction. The method consists of a literature study complemented by interviews. Literature is examined to understand the problem of defective welding in the steel framework. Subsequently, interviews are conducted with professionals within steel and building technology. The result of the report is multiple reinforcement methods for embedded steel beams with a defective weld. Some of the methods are possible to implement with the knowledge available today. Other methods need to be examined and assessed before executed. The reinforcement methods that are possible to perform are: weld the beam from the inside or place a beam underneath the existing beam. The methods that need further analysis are: drill a screw joint through the beam, strain the beam with steel-wires and fill the inside with concrete, place a beam inside the existing beam and fill the inside with concrete and last to reinforce the weld with carbon fibers. The conclusion is that this study can be used when reinforcement methods are needed for embedded steel beams with a defective weld. The objective with these methods is to restore the load-bearing capacity as well as finding a solution that is time efficient, economic and has low climatic influence.
Allertz, Erik, and Tobias Hjelmar. "Kvalitetssäkring av material och tjänster inom byggentreprenadbranschen." Thesis, KTH, Byggteknik och design, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36501.
Full textOcásek, Petr. "Problematika snížení ceny rodinného domu v důsledku vady projevující se zavlháním." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2012. http://www.nusl.cz/ntk/nusl-232622.
Full textAigel, Petr. "Ekonomické charakteristiky životního cyklu stavebního díla." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-392285.
Full textYeh, Sheng-Ying, and 葉昇灜. "A Study on Defects of the Security Inspection of Elevators in Buildings." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/mbn6g8.
Full text東南科技大學
營建與空間設計系營建科技與防災碩士班
105
Land use in modern metropolitan is very dense and the space is becoming more and more tightly. High rise buildings are everywhere. Tall buildings bring up the use of elevators. And there comes the needs of comfort, speed and convenience. In Taiwan, safety of elevating equipment is a field hardly touched and accidents related with the safety of elevators are not unusual. This kind of accident accounts for high percentage of public safety events. In this research, through literature study, actual analysis and research plus questionnaire survey, we study the characteristics, construction, shaft of domestic elevating equipment as well as the space arrangement and smoke isolation functions. This research has the finding that there are great space of improvement in the repair, maintenance and actual faces of elevating equipment, and the services are poor due to cut-throat price competition. This is partly attributed to the under-budget and political consideration of competent agency. So, it takes cooperation between public and private sectors to maintain the safety in use of elevating equipment. This is especially so when there is fire occurred to super tall building. In such case, the ordinary firefighting equipment is unable to serve the purpose. Therefore, it is necessary to provide effectiove safety equipment in design stage. We know elevating equipment is most effective firefighting equipment but also because elevator shaft is a major factor of expansion of disaster, so the space arrangement is also an important factor to block expansion of the fire damage, because it can effectively gain time for firemen and avoiding secondary damage.
Hua, Wen-Gang. "Procedures for diagnosis and assessment of concrete buildings." 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phh8737.pdf.
Full textChia-HaoHsu and 許家豪. "The Study of Detecting the Internal Defects of Wall Tile and Wooden Member of Buildings." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/80926486397068616377.
Full text國立成功大學
土木工程學系碩博士班
98
Taiwan is located at subtropical area, with high temperature and humidity. Under the construction quality, using of materials and irresistible disasters and so on, lots of factors will cause some defects such as the internal damage, the deterioration of buildings and cracks in the surface even make the exterior brick falling, and then making the influences of durability and the appearance of the buildings even endangered the public safety. However, if we want to knockout and rebuilding, it is not only high costs but also cause the safety of buildings. One of the most important is how to acquire the destruction degree and the distribution of the defects for the building to beneficial the follow-up rehabilitation. This study is aimed to the phenomena of the exterior wall tile hollowed and the internal hole of wooden member of buildings via the non-destructive testing. Discussing the applicability and feasibility of differ defects tests. The results are as follows, 1. Comparing by the frequency value of hammer tapping, the velocity value of ultrasonic and the temperature difference value after heating, the related trends of more severe hollowing of the tile, it is correspond to the higher frequency value, higher ultrasonic velocity value, and the higher temperature difference value, and this can assess the extent of tile hollowing. 2. The relationship with the tile of hollowing rate at on-site inspection area and different methods is : hammer tapping, the hollowing rate (y) and the frequency value (x), the linear relationship y = 0.0163x + 7.6165 (R2 = 0.78); ultrasonic detection, the hollowing rate (y) and ultrasonic velocityvalue (x), the linear relationship y = 0.0693x - 144.52 (R2 = 0.86); infrared(IR) thermography, the hollowing rate (y) and maximum temperature difference value (x), the linear relationship y = 39.688x - 551.43 (R2 = 0.90). 3. To compare the results of testing by using infrared thermography technique, ultrasonic detection and hammer tapping to detect the hollowing location and extent of wall tiles, the results are consistent, but the ultrasonic detection and hammer tapping have a higher estimate of the situation hollowing. 4. This study uses ultrasonic technology to detect internal defects of wood member, used in accordance with this research method, it can detect the internal hole of wood member over 3.5 cm diameter.
Hua, Wen-Gang. "Procedures for diagnosis and assessment of concrete buildings / Wen-Gang Hua." Thesis, 1993. http://hdl.handle.net/2440/21344.
Full textshou-liang, Feng, and 馮守亮. "A Study on the Common Defects of the As-built Inspection of Fire Safety Equipment in Buildings." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/95479w.
Full text東南科技大學
營建科技與防災研究所在職專班
105
Abstract This study is aimed at common defects of the As-built Inspection of Fire Safety Equipment in Buildings of fire safety equipment. The fire safety equipment completed by the lack of inspection in addition to lead to inspection failed. If the fire can not be normal action, it will cause casualties and property damage. For practical cases and domestic and foreign related literature, we study was aggregated and analyzed. A total of 54 impact assessment factors were obtained from the four facets and their facets, and the use of hierarchical analysis (AHP) for analysis results are as follows: 1."Fire extinguishing equipments"、"Fire alarm and Broadcasting equipment"、"Refuge & Escape and Evacuation equipment"."Necessary equipments for fire rescue" and other four facets, " Fire alarm and Broadcasting equipment " as the most important facets. In the case of a comprehensive analysis. The Automatic fire alarm equipment as the most important factor In the "Fire alarm and Broadcasting equipment"; The Emergency lighting equipment as the most important factor In the "Refuge & Escape and Evacuation equipment"; The Automatic sprinkler system as the most important factor In the "Fire extinguishing equipment"; The Smoke control equipment as the most important factor In the "Necessary equipments for fire rescue" 2.Impact Common Defects of the As-built Inspection of Fire Safety Equipment in Buildings factors and rank the top 16 accounted for more than 50% of the overall weight. 3.The combination of " Fire alarm and Broadcasting equipment " and " Refuge & Escape and Evacuation equipment " accounts for about six percent of the overall level of weighting. Reducing the probability of occurrence of these two assessment deficiencies can effectively ensure the fire safety of buildings.
CHIU, HAO-CHUN, and 邱晧純. "A Study on Defects of the Inspection of Fire Safety Equipment In Buildings - A Case Study of New Taipei City." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/bc7352.
Full text東南科技大學
營建與空間設計系營建科技與防災碩士班
105
In this paper, the reasons to develop for the disadvantages of the fire safety equipment of the buildings are mainly due to the establishment of the fire safety equipment is one of the most important business of the fire department. It is also the most direct to the early detection and increase people to escape of the fire. In recent years, due to the rapid development of industry and commerce and traffic construction, population gathered in large numbers, with a vast territory, diverse geographical types, urban and rural environment differences, making fire and disaster prevention work become challenging. The fire safety equipment paper examines of the buildings (the following referred to as the fire paper examine) and the approval of fire safety equipment inspection (the following referred to as the approval of fire inspection) shall be the design, supervision and installation of fire service equipment for the design and use of the building design and site. Building fire prevention and control of the important part of the fire paper that the completion of the inspection and implementation of fire safety inspection system related to the implementation of the quality of fire safety projects and public safety, the impact of relevant laws and regulations related to the professional knowledge, design itself, quality, and the investigators on-site to judge. The purpose of this study is to provide a reference for the improvement of the relevant system of the fire department.
Lien, Wei-Ching, and 連韋慶. "Applying Non-Destructive Testing to Inspecting the Building Defects." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/91146492956303624944.
Full text國立成功大學
土木工程學系碩博士班
96
Taiwan is crowded, for the large capacity of living and activities buildings are built densely in the metropolitan area. Taiwan is located at subtropical area, with high temperature and humidity. Under the construction quality, using of materials and earthquake disaster and so on, lots of factors will cause some defects such as the deterioration of buildings and cracks in the surface even make the exterior brick falling, and then making the influences of durability and the appearance of the buildings even endangered the public safety. However, if we want to knockout and rebuilding, we should pay for some fixed costs but cause the safety of neighbor buildings. One of the most important for engineer is how to acquire the destruction degree and the distribution of the defects for the building to beneficial the follow-up rehabilitation. This study is aimed to the phenomena of external cracks, internal cracks, and exterior brick hollowed via the non-destructive testing. Comparing the ground penetrating radar, infrared(IR) thermography and ultrasonic detector to testing the applicability and feasibility of differ defects tests. The results are as follows, 1. When using the ground penetrating radar to testing the tiny cracks of the surface, can test the place of the cracks; The formula of this study could predict the depth of cracks when using the IR- thermography and ultrasonic test. 2. Using the ground penetrating radar to carry out the tests of the external defects of the buildings, we can test the range of the exterior brick hollowed and the destructive brick wall; when using the IR thermography technology, we can manipulate the skill of image processing technologies to get the range of exterior brick hollowed and the destructive brick wall, but we have to take the notice of the insolation condition of the environment. Due to the surface roughness of defects that impacts the feasibility of the ultrasonic test. 3. The result of this study indicates the range of the exterior brick hollowing will be very closer by comparing the tests between the IR thermography technology and the percussion test which using the IR thermography technology to the National Cheng Kung University Museum of the North elevation to the area of detection.
Vojta, Pavel. "Stavba houslí a osobnost Václava Lance." Master's thesis, 2012. http://www.nusl.cz/ntk/nusl-313124.
Full textChou, Yu-Chiao, and 周玉僑. "Study on Public Safety Inspection of Buildings and Defect Improvement of Junior High and Elementary Schools." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/847jb9.
Full text東南科技大學
營建與空間設計系營建科技與防災碩士班
106
Abstract The study is to investigate the actual situation of campus building safety inspection and to discover the factors of some of the most common inspection problems. It first compares the campus facility safety regulations with the official building safety inspection standards, discovering some disagreement between them. It then looks at the safety improvement projects of the campus buildings of New Taipei City, Taoyuan City and Hualien County. Finally, it consults with the campus contractors and professional inspectors for their suggestions with questionnaires. By analyzing the actual cases, it discovers that the most common inspection problems are from internal walls, interior decoration materials, fire doors, and combustion equipment. Those problems often happen in teaching space, service and teaching space, administrative space, and public service space. The factors include the unsatisfaction of the campus’ current need of space, the campus contractors’ ignorance of laws, and the different interpretations of the inspection regulations between professional inspectors. The study suggests electing safety managers of campus buildings, establishing review process of campus building safety inspection, and demanding safety resumes of campus building. KEYWORDS: “Middle/Elementary Schools” ; “Junior High and Elementary Schools ” ; “Campus Building”; “Buildings’ Public Safety”
Сааді, Мохаммед Карам. "Аналіз дефектів будівельних конструкцій та методи їх усунення при будівництві в умовах сухого жаркого клімату Королівства Марокко." Магістерська робота, 2021. https://dspace.znu.edu.ua/jspui/handle/12345/5489.
Full textUA : Виконано аналіз дефектів будівельних конструкцій та методи їх усунення при будівництві в умовах сухого жаркого клімату. Зроблено доцільний аналіз сухого жаркого клімату та його вплив на будівництво будівель і споруд. Акцент зроблено на дефекти будівельних конструкцій і споруд, їх виявлення, а в подальшому виправлення, щоб поліпшити якість зведених конструкцій, підвищення швидкості будівництва, знизити трудомісткість та вартість виконання будівельних робіт.
EN : The analysis of defects in building structures and methods of their elimination during construction in a dry hot climate are carried out. An expedient analysis of the dry hot climate and its influence on the construction of buildings and structures has been made. The emphasis is on defects in building structures and structures, their detection, and further correction in order to improve the quality of the structures being erected, increase the speed of construction, and reduce the labor intensity and cost of construction work.
Lu, Wei-Jen, and 盧威任. "An Integrated Study of the Defect and Improvement Strategy for School Building Construction -The case of Taipei City Municipal Elementary and Middle Schools." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/2pj82g.
Full text中國文化大學
建築及都市設計學系碩士在職專班
103
In recent years the trend in education has moved toward diversification. Thus, buildings, facilities, and equipment must also change in response to social changes and developments in education courses. A school is a designated education environment and school buildings are where students conduct their learning activities. Therefore, the quality of these buildings is relevant to students’ characteristic development and learning results. Construction quality defects in school buildings are used in this study to explore quality management implementation in school building construction. The expectation is to provide various municipal elementary and middle school personnel with better and more professional support when they are handling construction related matters. Motivations for this study include the following: (1) understanding construction implementation situation at schools; (2) determine the cause of school building construction defects; and (3) prevent construction defects from being repeated. To explore school construction implementation, determine construction quality defects, and provide a reference for improving future school construction projects, the specific objective of this study includes the following: (1) draft improvement and preventive measures for school construction quality defects; (2) propose important procedural points for school construction quality supervision; and (3) improve the quality knowledge of school general affairs personnel who are supervising the construction. Research results include the following: (1) analysis and exploration was conducted on the inspection results of the Construction Surveillance Units in Taipei City. Unstructured interviews were conducted on personnel from the competent authority, the supervisory unit, and the construction vendor. Widely held and representative opinions were summarized to determine school construction implementation defects and their causes. Improvement measures were proposed for construction management, construction supervision, quality awareness, and construction guidance; and (2) specific problems that affect construction quality management were listed in a primary defect and recommended measure comparison table, which can serve as a quality improvement reference for schools when they are implementing construction work. The results of this study can provide Taipei City municipal elementary and middle schools with a reference when they are implementing construction supervision related measures and planning. If Taipei City municipal elementary and middle schools reference the results of this study and implement study recommendations when they are handling construction related items, the final construction quality can be expected to improve.
Hung, Elvis, and 洪勝雄. "Study of Improveing the defect of the 32 & 33-th Punitive Rule of Soil and Water Conservation Law and the 35-th Punitive Rule of Slope-land Conservation Use Regulation --Lincoln Big Building Disaster four Cases as the Examples." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/77618036996449661249.
Full text國立中興大學
水土保持學系
92
Soil and Water Conservation Law was legislated and announced on May 25-th 1994, and this outcome took twenty-five years by the soil and water conservation relative professional continuities. Besides establishing the law is the most important resource of law for the soil and water conservation workers, because the purpose and object of this law is to protect the Soil and Water resources of Taiwan, and also is the fundamental work for this island which twenty-three million people have been living in Taiwan. It is involved beyond individual benefit (Society benefit and Nation benefit) when legislated this law, therefore it especially and have priority to possess the penalty standard of the administrative legislation. In other words except the administration authority (Ex: Because there is no regulations for penalty in architecture Laws and it’s then classified into administrative laws) of this law. Because of the penalty (Soil and Water Conservation Law, clause 32 and 33rd) established, Jurisdiction could be intervened by operation of this law. Since the soil and water conservation workers are devoted to the civil engineering and Environmental protection mainly, consequently read and study law affairs cursorily. They couldn’t integrate the engineering and the law properly, accordingly they copy the regulation directly from Mountain sloping field conservation laws, clause 35th. It cause jurisdiction worker to feel doubtful to identify “…causing soil and water erosion… (Statutory article) ” When they execute the punishment. Due to this, they also couldn’t clamp down on illegality and prevent the catastrophe at the real time. This law is originally established to be a standard of soil and water conservation construction even more would make up the deficiency when opening the ground and enforcing a ban, but lead to difficulty for the jurisdiction worker contrarily. This study concern on expounding the jurisprudence theory, and explore the cause of Lincoln Building concurrently. I want to investigate the deficiency of this law by the occurred damage of Lincoln Building as an example and suggest the relative institute to revise this law accordingly. Therefore could completely fulfill the law onto develop and build and construct the slope land, in the mean time could stop over-cultivating and illegal constructing as well.