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Relevant bibliographies by topics / Thermal Bridges

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Academic literature on the topic 'Thermal Bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Thermal Bridges"

1

Kim, Changmin, Jae-Sol Choi, Hyangin Jang, and Eui-Jong Kim. "Automatic Detection of Linear Thermal Bridges from Infrared Thermal Images Using Neural Network." Applied Sciences 11, no. 3 (2021): 931. http://dx.doi.org/10.3390/app11030931.

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Detecting thermal bridges in building envelopes should be a priority to improve the thermal performance of buildings. Recently, thermographic surveys are being used to detect thermal bridges. However, conventional methods of detecting thermal bridges from thermal images rely on the subjective judgment of audits. Research has been conducted to automatically detect thermal bridges from thermal images to improve problems caused by such subjective judgment, but most of these studies are still in the early stage. Therefore, this study proposes a linear thermal bridge detection method based on image

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Bhandari, Prakash, Shinae Jang, Ramesh B. Malla, and Song Han. "ANN-Based Bridge Support Fixity Quantification Using Thermal Response Data from Real-Time Wireless Sensing." Sensors 24, no. 16 (2024): 5350. http://dx.doi.org/10.3390/s24165350.

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Bridges are critical infrastructures that support our economic activities and daily lives. Aging bridges have been a major issue for decades, prompting researchers to improve resilience and performance through structural health monitoring. While most research focuses on superstructure damage, the majority of bridge failures are associated with support or joint damages, indicating the importance of bridge support. Indeed, bridge support affects the performance of both the substructure and superstructure by maintaining the load path and allowing certain movements to mitigate thermal and other st

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Alhawari, A., and P. Mukhopadhyaya. "Thermal bridges in building envelopes – An overview of impacts and solutions." International Review of Applied Sciences and Engineering 9, no. 1 (2018): 31–40. http://dx.doi.org/10.1556/1848.2018.9.1.5.

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Increasing building energy performance has become an obligatory objective in many countries. Thermal bridge is a major cause of poor energy performance, durability, and indoor air quality of buildings. This paper starts with a review of thermal bridges and their negative impacts on building energy efficiency. Based on published literatures, various types of building thermal bridges are discussed in this paper, including the most effective solutions to diminish their impacts. In addition, various numerical and experimental studies on the balcony thermal bridge are explored. Results show that am

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Cai, Qian, Lei Chen, Changjun Wang, Jing Ren, and Siqi Wang. "Research on evaluation methods for thermal bridge treatment measures for building envelopes." E3S Web of Conferences 528 (2024): 02018. http://dx.doi.org/10.1051/e3sconf/202452802018.

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Along with the promotion of low-carbon and zero carbon buildings such as ultra-low energy buildings, near zero energy buildings, and zero energy buildings, there is higher and higher demand to the thermal performance of building envelopes. Thermal bridges have a crucial impact on the thermal performance of building envelope structures. In order to achieve the goal of energy conservation and carbon dioxide reduction in building structures, it is necessary to conduct refined calculations and evaluations on thermal bridge treatment measures. In this paper, three thermal bridge treatment measures

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Pérez-Carramiñana, Carlos, Aurelio de la Morena-Marqués, Ángel Benigno González-Avilés, Nuria Castilla, and Antonio Galiano-Garrigós. "Influence of Balcony Thermal Bridges on Energy Efficiency of Dwellings in a Warm Semi-Arid Dry Mediterranean Climate." Buildings 14, no. 3 (2024): 703. http://dx.doi.org/10.3390/buildings14030703.

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Thermal bridges significantly influence the energy performance of buildings. However, their impact varies depending on the type of thermal bridge, climate conditions, construction methodologies, and geometric characteristics of the building. On the Spanish Mediterranean coast, buildings with large balconies are predominant. Nevertheless, the Spanish energy efficiency regulations do not adequately specify the thermal bridges at the junctions of balconies with facades, leading to a lack of consideration for their influence in the majority of architectural projects. The objective of this study is

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Zhang, Xinwen, Gun-Joo Jung, and Kyu-Nam Rhee. "Performance Evaluation of Thermal Bridge Reduction Method for Balcony in Apartment Buildings." Buildings 12, no. 1 (2022): 63. http://dx.doi.org/10.3390/buildings12010063.

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Most apartment buildings in South Korea use internal insulation systems to reduce building energy demand. However, thermal bridges such as balcony slabs in apartment buildings still lead to significant heat loss in winter, because the internal insulation system is not continuous in the balcony slab structure, and floor heating systems are commonly used in residential buildings. Therefore, this study investigates two types of thermal break elements, namely thermal break (TB) and thermal break-fiber glass reinforced polymer (TB-GFRP), to improve the thermal resistance of a balcony thermal bridge

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Ivanov, Martin. "Instantaneous field measurements of thermal bridge parameters in ground floor residential room." E3S Web of Conferences 112 (2019): 01016. http://dx.doi.org/10.1051/e3sconf/201911201016.

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The “thermal bridges” are defined as an isolated building’s areas, where the construction elements have higher thermal conductivity, compared with the rest of the building envelope. Thus, at cold winter conditions, a significant temperature difference may occur between neighbouring solid and air volumes within the construction. Moreover, it has been documented, that the heating energy demand of a building may be increased with more than 30%, due to the existence of thermal bridges and the increased heat losses from the indoors. Consequently, in the recent years, norms and standards have been d

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Pelss, Martins, Andra Blumberga, and Agris Kamenders. "Thermal Bridge Impact on the Heating Demand in a Low-Energy House." Scientific Journal of Riga Technical University. Environmental and Climate Technologies 4, no. -1 (2010): 76–81. http://dx.doi.org/10.2478/v10145-010-0021-8.

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Thermal Bridge Impact on the Heating Demand in a Low-Energy House Thermal bridges typically occur at the junction of different building components where it is difficult to achieve continuity in the thermal insulation layer. In this paper thermal bridges are investigated in the first one-family low-energy house in Latvia. The proportion of the overall heat loss due to thermal bridging is determined based on the results from a numerical calculation method described in the standard LVS EN ISO 10211 and from the simplified calculation method given in the standard LVS EN ISO 14683. In this paper th

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Moga, Ligia, and Ioan Moga. "Evaluation of Thermal Bridges Using Online Simulation Software." E3S Web of Conferences 172 (2020): 08010. http://dx.doi.org/10.1051/e3sconf/202017208010.

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In order to reach nearly Zero Energy Buildings, a thorough design must be given in designing proper junctions, which will overall reduce the impact of the thermal bridges on the thermal performance of the building envelope. It is well-known that a thermal bridge is a weak thermal area of the building envelope through which increased heat losses occur. For the thermal bridges' evaluation, several numerical simulation software exist on the market, but their usage implies knowledge regarding the numerical modelling and simulation using various numerical methods (i.e. finite element method, finite

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Knudsen, Ole Øystein, Håkon Matre, Cato Dørum, and Martin Gagné. "Experiences with Thermal Spray Zinc Duplex Coatings on Road Bridges." Coatings 9, no. 6 (2019): 371. http://dx.doi.org/10.3390/coatings9060371.

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Road bridges are typically designed with a 100-year lifetime, so protective coatings with very long durability are desired. Thermal spray zinc (TSZ) duplex coatings have proven to be very durable. The Norwegian Public Roads Administration (NPRA) has specified TSZ duplex coatings for protection of steel bridges since 1965. In this study, the performance of TSZ duplex coatings on 61 steel bridges has been analyzed. Based on corrosivity measurements on five bridges, a corrosivity category was estimated for each bridge in the study. Coating performance was evaluated from pictures taken by the NPRA

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Dissertations / Theses on the topic "Thermal Bridges"

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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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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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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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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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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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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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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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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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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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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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Books on the topic "Thermal Bridges"

1

A, Imbsen Roy, and Engineering Computer Corporation, eds. Thermal effects in concrete bridge superstructures. Transportation Research Board, National Research Council, 1985.

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2

Joy, Rich. Thermal forces on open deck steel bridges. Transportation Technology Center, 2009.

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American Association of State Highway and Transportation Officials., ed. AASHTO guide specifications: Thermal effects in concrete bridge superstructures. American Association of State Highway and Transportation Officials, 1989.

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Keith, Thompson. Indications about thermal gradient magnitudes from field studies of concrete box girder bridges. Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin, 1998.

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Zobel, Henryk. Zjawiska termiczne w stalowych mostach belkowych. Wydawnictwa Politechniki Warszawskiej, 1993.

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6

Kainz, James A. Analysis of thermal change in stress-laminated timber bridge decks. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, National Wood in Transportation Information Center, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 2001.

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7

Ramberger, Günter. Structural bearings and expansion joints for bridges. International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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<p>Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Different bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.</p&g

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M, Lee Kasey, and United States. National Aeronautics and Space Administration., eds. Experimental design for the evaluation of high-Tc superconductive thermal bridges in a sensor satellite: An annual report for contract no. NAG-1-1500 to NASA Langley Research Center, Hampton, Virginia. Dept. of Mechanical Engineering, Virginia Polytechnic Institute & State University, 1994.

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S, Johnson W., and Langley Research Center, eds. Implementation of thermal residual stresses in the analysis of fiber bridged matrix crack growth in titanium matrix composites. National Aeronautics and Space Administration, Langley Research Center, 1994.

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Service, United States Forest, ed. ANALYSIS OF THERMAL CHANGE IN STRESS-LAMINATED TIMBER BRIDGE DECKS... RESEARCH PAPER FPL-RP-598... U.S. DEPARTMENT OF AGRICULTURE. s.n., 2001.

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Book chapters on the topic "Thermal Bridges"

1

Zhivov, Alexander, and Rüdiger Lohse. "Thermal Bridges." In Deep Energy Retrofit. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-30679-3_8.

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Leimer, Hans-Peter. "Wärmebrücken / Thermal bridges." In Bauphysik / Building Physics. Carl Hanser Verlag GmbH & Co. KG, 2016. http://dx.doi.org/10.3139/9783446445864.008.

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Piraccini, Stefano. "Designing the Thermal Bridges." In Building a Passive House. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-69938-7_7.

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Borah, Sushmita, Amin Al-Habaibeh, and Rolands Kromanis. "The Effect of Temperature Variation on Bridges—A Literature Review." In Springer Proceedings in Energy. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-63916-7_26.

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AbstractBridges are commonly subjected to complex load scenarios in their lifetime. Understanding the response of bridges under such load scenarios is important to ensure their safety. While static and dynamic loads from vehicles and pedestrians influence the instantaneous response of bridges, studies show that thermal load from diurnal and seasonal temperature variation influences its long-term response and durability. This study addresses the effects of thermal load variation on bridges and briefly reviews methods of measuring such effects. The findings show that thermally induced deformatio

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Darò, P., B. De Cicco, D. La Mazza, et al. "Thermal Effects on Bridges Dynamic Behaviour." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-39109-5_76.

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Kaymaz, Egemen. "Monitoring Thermal Bridges by Infrared Thermography." In Advanced Studies in Energy Efficiency and Built Environment for Developing Countries. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-10856-4_11.

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Falkner, H. "Cracking Due to Thermal Effects on Bridges." In Advanced Problems in Bridge Construction. Springer Vienna, 1991. http://dx.doi.org/10.1007/978-3-7091-2614-1_8.

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Knudsen, Ole Øystein, Håkon Matre, Knut Ove Dahle, et al. "Norwegian Experience with Zinc Thermal Spraying for Bridges." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-91877-4_66.

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Delia, Mirel Florin. "Impact of Thermal Bridges in Low Energy Buildings." In Environmental and Human Impact of Buildings. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57418-5_5.

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Azinović, Boris, Vojko Kilar, and David Koren. "Design of the Thermal Insulation Envelope of Energy-Efficient Buildings." In Assessment of Energy-Efficient Building Details for Seismic Regions. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-97556-2_2.

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AbstractThe chapter describes the theory of designing the thermal insulation envelope of energyefficient buildings. The procedure of functional analysis of the building connection details is described and presented for three structural assembly connection types (»L«, »T«, »+«). Such theoretical knowledge of structural detailing is essential to eliminate thermal bridges and their negative impacts.

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Conference papers on the topic "Thermal Bridges"

1

Carlson, Jeff. "Summary of AASHTO/NSBA S8.2, SSPC-PA 18 - Specification for Application of Thermal Spray Coatings on Steel Bridges." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-10896.

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Abstract In June 2017, the American Association of State Highway and Transportation Officials (AASHTO) Subcommittee on Bridges and Structures is expected to adopt the recently completed AASHTO/NSBA S8.2, SSPC-PA 18 - Specification for Application of Thermal Spray Coatings on Steel Bridges1. This specification was the collective work of over 50 stakeholders within the AASHTO/NSBA Collaboration group TG8 (Coatings), including thermal spray coatings (TSC) applicators, bridge owners, engineers, and inspectors. This new specification establishes and defines the functions, operations, requirements,

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Sýkora, Miroslav, Milan Holy, Jana Marková, Aleš Mezera, and Adam Valík. "Probabilistic Model for Thermal Actions on Concrete Bridges Based on Meteorological Measurements - Case Study." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-erm9be.

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Reliability assessments of concrete bridges are currently made using valid codes of practice based on the limit state concept. Verification may be carried out using the partial factor format or structural reliability methods. The reliability assessment should be made taking into account the service life of a structure, the selected reference period, and the changes in the environment of the structure and possibly anticipated changes in use. This contribution focuses on the verification of models for thermal actions for concrete bridges. An example of updating the design value and partial facto

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Gagné, M. "The Cost of Steel Corrosion in Bridges." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00241.

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Reinforced concrete and steel, the two primary construction materials for bridges, have a heavy environmental footprint and both can fail prematurely from corrosion. Extending the lives of existing bridge structures reduces the total cost of ownership of a bridge, but also reduces the mining and processing activity needed to produce new construction materials. Life Cycle Costs and Life Cycle Assessment are important tools to measure this performance. Thermal sprayed zinc (TSZ) coatings have proven to be durable and economical for protecting and extending the lives of both reinforced concrete a

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Gagné, M., and Ole Knudsen. "Protecting Steel Structures from Corrosion with Thermal Sprayed Zinc Duplex Coatings." In CORROSION 2021. AMPP, 2021. https://doi.org/10.5006/c2021-16512.

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ABSTRACT In order for steel structures to meet a 100 year design life, protective coatings with very long durability are needed to reduce maintenance costs. Thermal spray zinc (TSZ) duplex coatings have proven to be very durable. The Norwegian Public Roads Administration (NPRA) have used TSZ duplex coatings for protection of steel bridges since 1965. Many steel bridges in Norway cross rivers or fjords along the sea coast and are exposed to a corrosive marine environment. In addition, many of the inland bridges are exposed seasonally to road de-icing salts. The results of coating performance ev

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Covino, Bernard S., Sophie J. Bullard, Stephen D. Cramer, et al. "Interfacial Chemistry of Zinc Anodes for Reinforced Concrete Structures." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97233.

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Abstract Thermally-sprayed zinc anodes are used in both galvanic and impressed current cathodic protection systems for reinforced concrete structures. The Albany Research Center, in collaboration with the Oregon Department of Transportation, has been studying the effect of electrochemical aging on the bond strength of zinc anodes for bridge cathodic protection systems. Changes in anode bond strength and other anode properties can be explained by the chemistry of the zinc-concrete interface. The chemistry of the zinc-concrete interface in laboratory electrochemical aging studies is compared wit

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Blankenship, Kristen. "Comparison of Corrosion Protection Systems for Steel Bridges." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00603.

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Abstract Steel bridges are an important part of the world's infrastructure. Improved circularity and reduced waste at the end-of-life stage are attractive for the owner that values sustainability. Steel bridges must be protected against corrosion to realize these benefits. Current techniques include weathering steel, stainless steel, single coat paint, multi-coat paint, hot-dipped galvanizing, thermal spray metallizing and combinations thereof. This paper will characterize these techniques considering cost, accelerated bridge construction, embodied carbon, and long-life performance against cor

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Bullard, Sophie J., Stephen D. Cramer, Bernard S. Covino, Gordon R. Holcomb, Margaret Ziomek-Moroz, and Steven M. Soltesz. "CP Systems for Steel Reinforced Concrete Bridges." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04054.

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Abstract Thermal-sprayed zinc anodes are used for cathodic protection (CP) systems in Oregon’s reinforced concrete coastal bridges to prevent chloride-induced corrosion damage. Thermal-sprayed zinc performs well as an ICCP anode but the service life of the zinc anode is directly related to the average current density used to operate the systems. Oregon Department of Transportation (DOT) is investigating ways of monitoring the rebar corrosion in reinforced concrete bridges to identify conditions when protection of the rebar is needed. This approach reflects the fact that external protection may

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Kästner, Martin, Martin Ganß, Andreas Kirchner, et al. "ADHESIVELY BONDED TIMBER-CONCRETE COMPOSITE BRIDGES – ANALYSIS OF THERMAL ACTIONS ON THE SUPERSTRUCTURE." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0094.

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Zoller, Jerry S. "Metallizing Steel Bridges in New England - It’S Growing!" In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-17836.

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Abstract The use of metallized coating on bridges in New Hampshire years ago was limited to small special strategic steel locations. The metallizing option was severely limited by lack of shop applicators. Rhode Island pioneered duplex metallized bridges, research, and interest. The past two decades have seen a rapid growth of industry facility investment for application and Owner selection of the metallizing coating. This paper presents signature New England bridges and several New Hampshire bridges with metallized coating representing the growing popularity of thermal spray coating for steel

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Bullard, Sophie J., Bernard S. Covino, Stephen D. Cramer, et al. "Alternative Consumable Anodes for Cathodic Protection of Reinforced Concrete Bridges." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99544.

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Abstract Alternative consumable anodes were evaluated in the laboratory for use in cathodic protection systems for steel reinforced concrete bridges in coastal environments and in areas where deicing salts are employed. The anode materials included zinc hydrogel foil and thermal-sprayed Zn, Zn-15Al, and Al-12Zn-0.2In alloys. They were evaluated for service in both impressed current (ICCP) and galvanic (GCP) cathodic protection systems. ICCP anodes were electrochemically aged at current densities of five to fifteen times that used by the Oregon Department of Transportation (Oregon DOT) in typic

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Reports on the topic "Thermal Bridges"

1

Fang, Jin B., and Richard A. Grot. The evaluation of thermal bridges using a mobile test facility. National Institute of Standards and Technology, 1990. http://dx.doi.org/10.6028/nist.ir.90-4258.

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LaFave, James, Larry Fahnestock, Gabriela Brambila, et al. Integral Abutment Bridges under Thermal Loading: Field Monitoring and Analysis. Illinois Center for Transportation, 2017. http://dx.doi.org/10.36501/0197-9191/17-022.

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Witzig, Andreas, Camilo Tello, Franziska Schranz, Johannes Bruderer, and Matthias Haase. Quantifying energy-saving measures in office buildings by simulation in 2D cross sections. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau541623658.

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A methodology is presented to analyse the thermal behaviour of buildings with the goal to quantify energy saving measures. The solid structure of the building is modelled with finite elements to fully account for its ability to store energy and to accurately predict heat loss through thermal bridges. Air flow in the rooms is approximated by a lumped element model with three dynamical nodes per room. The dynamic model also contains the control algorithm for the HVAC system and predicts the net primary energy consumption for heating and cooling of the building for any time period. The new simula

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Alexander, Serena, Bo Yang, Owen Hussey, and Derek Hicks. Examining the Externalities of Highway Capacity Expansions in California: An Analysis of Land Use and Land Cover (LULC) Using Remote Sensing Technology. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2251.

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There are over 590,000 bridges dispersed across the roadway network that stretches across the United States alone. Each bridge with a length of 20 feet or greater must be inspected at least once every 24 months, according to the Federal Highway Act (FHWA) of 1968. This research developed an artificial intelligence (AI)-based framework for bridge and road inspection using drones with multiple sensors collecting capabilities. It is not sufficient to conduct inspections of bridges and roads using cameras alone, so the research team utilized an infrared (IR) camera along with a high-resolution opt

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Kulhandjian, Hovannes. AI-Based Bridge and Road Inspection Framework Using Drones. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2226.

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There are over 590,000 bridges dispersed across the roadway network that stretches across the United States alone. Each bridge with a length of 20 feet or greater must be inspected at least once every 24 months, according to the Federal Highway Act (FHWA) of 1968. This research developed an artificial intelligence (AI)-based framework for bridge and road inspection using drones with multiple sensors collecting capabilities. It is not sufficient to conduct inspections of bridges and roads using cameras alone, so the research team utilized an infrared (IR) camera along with a high-resolution opt

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Tywoniak, Jan, Kateřina Sojková, and Zdenko Malík. Building Physics in Living Lab. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau541565072.

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Team from Czech Technical University in Prague participated in prestigious international contest Solar Decathlon Europe 21-22. The topic of its FIRSTLIFE project was an extension of student dormitory by adding of new floors on the building together with a retrofit of the existing part. The paper deals with the pedagogical context of this activity. Students got an extraordinary opportunity to actually implement their theoretical proposals based on calculations. They also received feedback on the extent to which detailed designs are feasible in normal construction practice. New knowledge can be

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Marinucci, Antonio. ACIP Pile Installation, Installation Monitoring, Full-scale Load Testing, and Extraction Program. Deep Foundations Institute, 2017. http://dx.doi.org/10.37308/cpf-2016-acip-1.

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The Augered Cast-In-Place (ACIP) Pile Committee of the Deep Foundations Institute (DFI) performed a foundation installation, monitoring, performance and extraction program for ACIP piles in the fall of 2016. The purpose of the project was to demonstrate a fully monitored installation of instrumented 18 in (457 mm) and 24 in (610 mm) diameter ACIP piles, including automated monitoring equipment (AME); post-installation thermal integrity profiling (TIP) measurements; compression, tension, and lateral load testing (including monitoring of strain gages embedded along the compression pile shaft); a

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Coram, Geoffrey J., Brian D. Anderson, Jr Wyatt, and John L. Thermal Noise Behavior of the Bridge Circuit. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada457849.

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Main, Joseph A., and William E. Luecke. Safety assessment of parallel wire suspension bridge cables under thermal effects. National Institute of Standards and Technology, 2010. http://dx.doi.org/10.6028/nist.tn.1678.

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Durbin, P. F., N. K. Del Grande, and P. C. Schaich. Demonstration of dual-band infrared thermal imaging for bridge inspection. Phase II, final report. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/419070.

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