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Dissertations / Theses on the topic 'Thermal Bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Mao, Guofeng. "Thermal bridges." Doctoral thesis, KTH, Byggnader och installationer, 1997. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2609.

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2

Johnson, Jeffrey Keith. "Concrete bridge deck behavior under thermal loads." Thesis, Montana State University, 2005. http://etd.lib.montana.edu/etd/2005/johnson/JohnsonJ0805.pdf.

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3

Ibrahim, Ahmed M. M. "Three-dimensional thermal analysis of curved concrete box-girder bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1995. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ43535.pdf.

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4

McBride, Kevyn C. "Thermal stresses in the superstructure of integral abutment bridges." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4331.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains x, 131 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 115-122).

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5

Efretuei, Edet Okon. "Thermal impact on soil-structure interaction for integral bridges." Thesis, University of Leeds, 2013. http://etheses.whiterose.ac.uk/4953/.

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Integral bridges are generally considered an attractive alternative to conventional bridges presenting the economic advantage of lower construction and maintenance costs. However, the concept of the integral bridge presents other challenges primarily arising from the monolithic connection that exists between the superstructure and the substructure. Thermal loading leads to daily cycles of expansion and contraction superimposed on seasonal cycles. This results in significantly higher soil-structure interaction activity that may lead to excessive earth pressures behind the abutment and potential

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6

Suchinda, Chatr. "Experimental and analytical investigation of the thermal behavior of a fiber reinforced polymeric bridge deck." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19250.

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7

Bettinger, Christopher L. "Effects of thermal expansion on a skewed semi-integral bridge." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173468821.

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8

Dupuis, Kenneth J. "Nondestructive testing of concrete box girder bridges using thermal imaging." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Spring2008/K_Dupuis_040908.pdf.

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9

Woodworth, Michael Allen. "Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/23683.

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Bridges are critical pieces of infrastructure important to public safety and welfare. Fires have the potential to damage bridges and have been responsible for taking many bridges out of service. The hazard fire poses to bridges is a little studied risk unlike more common threats such as impact, scour and earthquake. Information on the rate of occurrence of bridge fires and the mechanisms of structural response of bridges subjected to fire are both vital to policy makers seeking to address the hazard rationally.<br />The investigation presented developed frequency statistics of bridge fire inci

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10

Kromanis, Rolands. "Structural performance evaluation of bridges : characterizing and integrating thermal response." Thesis, University of Exeter, 2015. http://hdl.handle.net/10871/17440.

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Bridge monitoring studies indicate that the quasi-static response of a bridge, while dependent on various input forces, is affected predominantly by variations in temperature. In many structures, the quasi-static response can even be approximated as equal to its thermal response. Consequently, interpretation of measurements from quasi-static monitoring requires accounting for the thermal response in measurements. Developing solutions to this challenge, which is critical to relate measurements to decision-making and thereby realize the full potential of SHM for bridge management, is the main fo

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11

Dirks, Ryan. "Measuring Pixels: Using Grasshopper to Evaluate Thermal Bridges in Buildings." Thesis, University of Oregon, 2015. http://hdl.handle.net/1794/19206.

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Green design is now a ubiquitous term in the profession of architecture, yet the energy performance of buildings in real-world conditions is poorly documented. A large number of buildings use substantially more energy than is predicted during design, and one possible explanation is that designers do not adequately understand the impact of thermal bridging through insulation on the energy use of a building. This study proposes a methodology that uses the parametric design program Grasshopper to quantitatively analyze infrared images for the degree of thermal bridging in a wall assembly. The

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12

Clark, John H. "Evaluation of thermal stresses in a concrete box girder bridge /." Thesis, Connect to this title online; UW restricted, 1989. http://hdl.handle.net/1773/10101.

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13

Shah, Bhavik Rameshchandra. "3D finite element analysis of integral abutment bridges subjected to thermal loading." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/388.

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14

Garcia, Sandrine L. "Analysis of a space experimental design for high-Tc superconductive thermal bridges." Thesis, Virginia Tech, 1994. http://hdl.handle.net/10919/42752.

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<p>Infrared sensor satellites are used to monitor the conditions in the earth's upper atmosphere. In these systems, the electronic links connecting the cryogenically cooled infrared detectors to the significantly warmer amplification electronics act as thermal bridges and, consequently, the mission lifetimes of the satellites are limited due to cryogenic evaporation. High-temperature superconductor (HTS) materials have been proposed by researchers at the National Aeronautics and Space Administration Langley's Research Center (NASA-LaRC) as an alternative to the currently used manganin wires fo

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15

Tipirneni, Raja Ram. "Characterization of thermal and electrical properties of fiber reinforced polymer (FRP) composites." Morgantown, W. Va. : [West Virginia University Libraries], 2008. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5932.

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Thesis (M.S.)--West Virginia University, 2008.<br>Title from document title page. Document formatted into pages; contains xii, 117 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 116-117).

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16

Sharpe, Graeme Peter. "Reflective cracking of shear keys in multi-beam bridges." [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1912.

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17

Hurff, Jonathan B. "Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34684.

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The spans of precast prestressed concrete bridge girders have become longer to provide more economical and safer transportation structures. As the spans have increased, so has the depth of the girders which in turn have increased the slenderness of the girders. Slenderness in a beam or girder would increase the likelihood that a stability failure would occur. Stability failures could pose a danger to construction personnel due to the sudden nature in which a stability failure would occur. Furthermore, stability failures of prestressed concrete girders during construction would cause a detr

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18

Rouhani, Siamak. "Temperature analyses of Concrete Frame Bridges with Finite Elements." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-145904.

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FE-modeling is a rapidly spreading method to analyze structures nowadays. With this theunderstanding of the outcome is of very high importance and potential inaccuracies areimportant to find so that faulty and over dimensioning of the structure does not occur whichleads to unnecessary costs. One of these inaccuracies is the unrealistic sectional forces that occurdue to thermal effects in the transversal direction for concrete frame bridges which leads to anexcessive amount much reinforcement in the structure than actually needed. This has beenstudied with several cases by using two approaches

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19

Currier, Nathan. "Validation of stresses caused by thermal gradients in segmental concrete bridges - phase II." [Gainesville, Fla.] : University of Florida, 2009. http://purl.fcla.edu/fcla/etd/UFE0025154.

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20

Gkorogias, Panagiotis, and Susanna Gerges. "Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety." Thesis, KTH, Byggvetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734.

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In this thesis project a concrete sandwich wall element of 250 mm insulation of Kooltherm has been resulted to have U-values and ψ-values closer to the passive housing recommendations. However, by using 180 mm thick insulation, no significant difference in the annual energy consumption is observed. Using a metal sheet in the window connection and small concrete brackets, low thermal bridge values are achieved. Low thermal bridge coefficient values were also observed with thick insulation in the foundation and the roof structure, although, it is impossible to achieve values below 0,01 W/mK in t

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21

Musgrove, Ryan Ross. "Nondestructive detection of post-tensioning tendons and simulated voids in concrete specimens using thermal imaging." Online access for everyone, 2006. http://www.dissertations.wsu.edu/Thesis/Spring2006/r%5Fmusgrove%5F012506.pdf.

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22

Noremo, Tom. "Skapandet av ett byggnadsfysikaliskt detaljbibliotek åt byggnadskonstruktörer : fokus på fukt- och värmetillstånd i köldbryggor." Thesis, Högskolan i Gävle, Avdelningen för bygg- energi- och miljöteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-12161.

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Det konstrueras i stor utsträckning bristfälliga detaljlösningar på byggnader i dagsläget. Den bärande stommen i konstruktionen prioriteras ofta medan det inte ägnas lika mycket fokus åt att tillgodose de byggnadsfysiska aspekterna. Anledningen till de bristfälliga detaljerna är även att den som utför arbetet saknar rätt kunskap och tid. För att skapa en förbättring behövs ett hjälpmedel! Kunskap och erfarenhet om hur bra detaljer skapas finns redan i företag, svårigheten är dock att sprida kunskapen till de som är i behov av den. Målet med denna rapport är att skapa en metodik som blir starts

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23

Lee, Kasey M. "Experimental design for the evaluation of high-Tc superconductive thermal bridges in a sensor satellite." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-06302009-040459/.

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24

BOURS, Lennart. "Superconductivity in topological edge states and gated Dayem bridges." Doctoral thesis, Scuola Normale Superiore, 2021. http://hdl.handle.net/11384/108566.

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25

Arenas, Alfredo Eduardo. "Thermal Response of Integral Abutment Bridges With Mse Walls: Numerical Analyses and a Practical Analysis Tool." Diss., Virginia Tech, 2010. http://hdl.handle.net/10919/30134.

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The advantages of Integral Abutment Bridges (IABs) include reduced maintenance costs and increased useful life spans. However, comprehensive and practical analysis tools for design of IABs have not been developed to account for the impacts of thermal displacements on abutment and foundation components, including the components of mechanically stabilized earth (MSE) walls that are often used around the abutment piling. During this research, over 65 three-dimensional numerical analyses were performed to investigate and quantify how different structural and geotechnical bridge components beh

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26

Ledin, Jonatan, and Christensen Oskar. "Cracking Assessment of Concrete Slab Frame Bridges Exposed to Thermally Induced Restraint Forces." Thesis, KTH, Betongbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-169588.

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The usage of linear 3D FEA is widespread within the bridge design community, and although this tool provides substantial beneﬁts in the design process, there are certain practical issues related to the application of this analysis tool. A situation in which such an issue prevails is when linear 3D FEA is used to analyze restraint forces due to thermal shrinkage or expansion in concrete slab frame bridges. Eﬀects related to restraint forces in concrete are diﬃcult to model and predict as these forces diﬀer signiﬁcantly in nature from external loads, and dealing with them in practical design sit

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27

Brisebois, Philippe. "Combination of thermal and seismic displacements for the design of base isolation systems of bridges in Canada." Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=107718.

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Base isolation systems are commonly used in the design of new bridges, and in the retrofit of existing ones. However, in Canada, base isolators are relatively new. They act as bridge bearings and isolate or decouple the superstructure from the underlying substructure to reduce the force generated in the structure by ground-motions. Horizontal displacements of isolators due to thermal and seismic loads are addressed in the Canadian Highway Bridge Design Code (CHBDC) CSA-S6-06 and adequate clearance must be provided. However, the Canadian code does not offer any guidance on how to combine these

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28

Garapati, Sriharsha. "Analytical and Numerical Modeling of Assembly Procedures of Steel Fulcra of Bascule Bridges." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4490.

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To model shrink-fitting in metal components, an analytical model for two long compound cylinders with temperature dependent material properties and interference between them is developed for calculating transient temperatures and stresses. A finite element model is developed for the same geometry which incorporated the temperature dependent material properties. A convergence study is performed on the finite element and analytical model. The finite element model is validated by comparing the approximations of finite element model with the analytical solution. In an assembly procedure of fulcrum

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29

Paul, Jai P. "Sensitivity analysis of design parameters for trunnion-hub assemblies of bascule bridges using finite element methods." [Tampa, Fla.] : University of South Florida, 2005. http://purl.fcla.edu/fcla/etd/SFE0001157.

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30

Ahlgren, Tobias, and Jalal Eliassi. "Värmeförluster vid utvändigt placerade ventilationssystem." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-20676.

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To be able to handle tomorrows need for limited energy consumption we need to reduce our use of energy. The building sector stands for around 40 % of all energy consumption in the society. The government has put up a goal to reduce the energy consumption in our buildings with 20 % by year 2020 and 50 % by year 2050 compared with year 1995. To be able to do reach that goal we need a more energy efficient building stock. The main part of the energy used in our buildings is used for space heating. By installing ventilation systems with heat recovery on the exhaust air it is possible to use the he

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31

Lee, Jonghang. "Experimental and analytical investigations of the thermal behavior of prestressed concrete bridge girders including imperfections." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34675.

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An experimental and analytical study was conducted on a BT-63 prestressed concrete girder to investigate the thermal effects on the girder. A 2D finite element heat transfer analysis model was then developed which accounted for heat conduction, convection, radiation, and irradiation. The solar radiation was predicted using the location and geometry of the girder, variations in the solar position, and the shadow from the top flange on other girder surfaces. The girder temperatures obtained from the 2D heat transfer analysis matched well with the measurements. Using the temperatures from the

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32

Semendary, Ali A. "Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314.

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33

Skoglund, Erika, and Max Flemström. "Trä- och stålreglars påverkan av värmeflödet i utfackningsväggar." Thesis, Örebro universitet, Institutionen för naturvetenskap och teknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-23708.

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Inom dagens byggande i Sverige ställs allt högre krav på den värmeisolerande förmågan hos klimatskärmen i de hus som byggs. Detta ställer i sin tur högre krav på konstruktionerna och medför även ny problematik. Standardlösningar som tidigare fungerat bra byts ut mot nya, ibland obeprövade, lösningar. De hårdare kraven på energi- och fuktdimensionering innebär alltså att vikten av val av stommaterial ökar vid en projektering. Vi har här försökt ge en realistisk bild av hur valet av reglar kan påverka energi och fukttillståndet hos en byggnad med utfackningsväggar, med fokus på reglar i fält. Ti

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34

Öberg, Andreas. "Nytt Värmesystem till en skola : Beräkning av transmissions- och ventilationsförluster." Thesis, Mittuniversitetet, Institutionen för kemiteknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-39316.

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Med hjälp av Boverkets byggregler och de ISO-standarder som föreskrivs fastställs värmeeffektbehovet för Kyrkbackskolan, Ljusnarsbergs kommunala skola. Ur effektbehovet har sedan ett teoretiskt värmesystem dimensionerats. Resultaten visar att de olika byggnaderna som skolan består av har olika behov beroende på deras utformning. Över trehundra radiatorer och över trehundrafyrtio kilowatt värmeeffekt behövs för att värma skolan enligt de utförda beräkningarna för transmissionsförluster, ventilationsförluster och köldbryggor. Den största osäkerheten finns i köldbryggorna då dessa är baserade på

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35

Šagát, Hynek. "Diagnostika a návrh eliminace tepelných mostů budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240326.

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This thesis deals with the temperature-moisture assessment of builgind constructions apartment building. Selected critical details are examined in special programs Area 2015 and Cube3D 2015. The thesis also includes thermal measurement of apartment building using a termovision camera. Theoretical calculations are then compared with measurements which were performed on a real building.

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36

Karlsson, Fredrik, and Samuel Mani. "Beräkning och sammanställning av linjära köldbryggor : En jämförelse mellan HEAT2 och COMSOL Multiphysics." Thesis, KTH, Byggvetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174115.

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I dagens samhälle ligger stort fokus på att bygga miljövänliga och energieffektiva byggnader. För att möta de allt mer skärpta energikraven måste hela klimatskalet beaktas där köldbryggor utgör en betydande del. Examensarbetet går ut på att göra en sammanställning av linjära köldbryggor (ψ) för vanligt förekommande konstruktionsdetaljer där köldbryggor finns. Sammanställningen där olika isoleringsmaterial på fasadskiva och isolertjocklekar tabelleras, ska underlätta för framtida projektering. Två simuleringsprogram för beräkning av köldbryggor har jämförts och utvärderats med varandra. Utvärde

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37

Carlsson, Linus, and David Liljenberg. "Anpassning av timmerhus enligt nya energikrav i BBR 29 : Glass House Villa 126." Thesis, KTH, Byggteknik och design, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302481.

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Den 1 september 2020 trädde den konsoliderade versionen av Boverkets Byggregler BBR 29 i kraft. En stor del av skillnaden från föregående version var det ökade kravet på energihushållning. Det nya kravet som fastställts innebär att U-medelvärdet är sänkt från 0,4 W/m2K till 0,3 W/m2K. Detta är ett mått på hur väl en byggnad är isolerad. Företaget Kontio expanderade till Sverige från Finland för snart fyra år sedan. De säljer framförallt fritidsboende och småhus byggda av egentillverkade timmerstockar med korslimmad arktisk furu i olika dimensioner. Deras hus säljs på den finska marknaden, men

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38

Kabzáni, Matej. "Vplyv energetických opatrní na ceny prevádzky budovy." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-318594.

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The theme of the diploma thesis "Effect of energy care on building prices" is the design and assessment of several measures, two of which generally lead to lower heating costs. The diploma thesis deals with evaluation of the current state of the family house and determination of PENB before the construction modifications and subsequently after the construction modifications, defining subsequent measures for energy saving implementation, both in terms of energy, economic and also environmental.

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39

Chamoun, Ronney, and Salahadin Husseini. "Köldbryggors inverkan på isoleringsegenskaper för sandwichelement : Anslutning mellan fönster och yttervägg." Thesis, Mälardalens högskola, Akademin för hållbar samhälls- och teknikutveckling, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-11258.

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I dagens läge har energifrågorna väckt ett stort intresse i samhället. Nu fokuseras det mer på att bygga energisnålare hus. En betydande faktor som påverkar energiförbrukningen i våra hus är köldbryggor. De uppstår då ett material med dålig värmeisolering bryter igenom ett material med bättre värmeisolering. Köldbryggor är nästan omöjligt att undvika, dock går alltid att reducera. I praktiken är det ofta inte möjligt att helt undvika köldbryggor, men det finns många olika möjligheter att minska köldbryggeffekten kraftigt. Detta eftersträvas för att uppnå lägre energikostnader eftersom köldbryg

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40

Baďurová, Monika. "Vliv obálkových konstrukcí budovy na výdaje spojené s jejím provozem." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241339.

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The thesis deals with the assessment of the current proposal for pension envelopes along with proposing alternative plans with emphasis on reducing heating costs. The first section describes the types of buildings according to heating demand and output energy performance of buildings. Work also deals with a list of different variants of thermal insulation materials and design options outer insulation of the building envelope. It outlines fire characteristics of building materials and options of construction budget. The second part is devoted to a specific pension house in the Old Rejviz for wh

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41

Kanga, Jehan Rux Rustom. "Multifunctional Cyanido Bridged Coordination Framework Materials Incorporating Ruthenium." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/17170.

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The past decade has seen remarkable growth in the field of coordination frameworks owing to their enormous structural and chemical diversity. The vast majority of frameworks reported in the literature have consisted of transition metal ions of the first-row (e.g., Fe2+, Co2+, Ni2+ Cu2+ or Zn2+), while examples of frameworks containing second-row transition metals are extremely rare owing to their relative inertness to ligand substitution. This thesis reports research on ruthenium based cyanido bridged coordination frameworks. Ruthenium metal clusters and complexes are well characterised optic

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42

Karami, Peyman. "Robust and Durable Vacuum Insulation Technology for Buildings." Doctoral thesis, KTH, Byggnadsteknik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-176494.

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Today’s buildings are responsible for 40% of the world’s energy use and also a substantial share of the Global Warming Potential (GWP). In Sweden, about 21% of the energy use can be related to the heat losses through the climatic envelope. The “Million Program” (Swedish: Miljonprogrammet) is a common name for about one million housing units, erected between 1965 and 1974 and many of these buildings suffer from poor energy performance. An important aim of this study was to access the possibilities of using Vacuum Insulation Panels (VIPs) in buildings with emphasis on the use of VIPs for improvi

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43

Kuznetsova, O. O. "Reduction of thermal bridge effects caused by junctions between external walls and balcony slabs." Thesis, Київський національний університет технологій та дизайну, 2018. https://er.knutd.edu.ua/handle/123456789/9733.

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44

Kulasin, Aid. "Isolerande balkonginfästningar : Thermally-insulated balconies." Thesis, Växjö universitet, Institutionen för teknik och design, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-2493.

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In this work a study has been performed to show the different kinds of insulated balcony connections exists on the market. In the work there is also a short description of thermal bridges concerning balconies. A description of older solutions for balcony connections is given as well as a calculation of the difference in energy costs for a insulated balcony connection compared to the standard connection. The work includes a short description of the different products. After that there is a short information about their insulation properties, durability, acoustic performance, assembly, computer

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45

Zvonek, Lukáš. "Vliv provedení zateplení bytového domu ve Slavičíně na výdaje spojené s jeho provozem." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-402648.

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The aim of the thesis is the economic evaluation of return of the different variants of thermal insulation for residential building in Slavičín. In the first part are described the topics, which is related to the issue. Further, it is written the entire range of insulations, which currently are appear on the domestic market. In the practical part is described the residential house and are performed by the proposals of the variants of thermal insulation. Further, they are processed energy performance certificates for buildings, the cost to implement the options chosen. In conclusion, the evalua

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Furenstam, Kasper. "Monitoring and Modelling of the Abiskojåkka Bridge." Thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-79118.

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The infrastructure of today is getting older and problems caused by deterioration over time is affecting the service life of these structures. In Sweden most of the existing bridges were constructed 60 to 70 years ago, rising the need to determine the state of health of the bridges as the maintenance costs will increase heavily. Part of the above-mentioned cut of the bridges owned by Trafikverket (The Swedish Transport Administration) that was constructed 60 – 70 years ago are pre-stressed concrete bridges. Pre-stressing of concrete structures is today a commonly used technology that utilizes

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Fauley, Stacey Marie. "Selected Synthetic Studies of NLO pi-Bridges and Thermally Stable Monomers." Wright State University / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=wright1033146948.

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Emili, Antonella. "Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study." Thesis, KTH, Installations- och energisystem, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-164956.

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The improvement of curtain wall thermal performances and the optimisation of the issues connected with this technology can lead to a sensible reduction of the energy consumption of the building as well as to an increase level of occupant comfort and longer durability of the façade. The aim of this work is to improve the curtain wall technology especially as far as the connection between the glass and the frame is concerned, since it is the part that mainly affects the performances of the whole façade. This project focuses on the different aspects of the thermal performance of curtain wall syst

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Itoh, Yoshito, Haosheng Gu, Kazuya Satoh, and Yoshihisa Yamamoto. "Long-term Deterioration of High Damping Rubber Bridge Bearing." 土木学会, 2006. http://hdl.handle.net/2237/7459.

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Forman, Daniel. "Základní škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226178.

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Thesis Theme is a primary school, namely the outbuilding primary school Havlíčkův Brod, Konečná 1884. I suggest first grade pavilion and pavilion with school canteen with kitchens. Pavilions are based on the footings. Pavilions are designed as a two-way system from the wall HELUZ. Construction of ceiling are from ferroconcrete slabs are cross reinforced, single-layer roof is flat with a classic sequence of layers. In addition to construction and process layout I solved also the statics of building in specialize of concrete structures. The following are also evaluated heat and acoustic requirem

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