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Bibliografias temáticas / Civil Engineering

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Literatura científica selecionada sobre o tema "Civil Engineering"

Autor: Grafiati

Publicado: 4 de junho de 2021

Última modificação: 29 de julho de 2024

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Artigos de revistas sobre o assunto "Civil Engineering"

1

Ram, Tiyyala Chetan. "IoT- Enabled Civil Engineering: A Case Study on Advancements in Civil Engineering". International Journal of Research Publication and Reviews 5, n.º 3 (9 de março de 2024): 3786–89. http://dx.doi.org/10.55248/gengpi.5.0324.0777.

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Terlikowski, Tadeusz. "Civil security engineering or civil protection engineering?" Safety & Fire Technology 55, n.º 1 (2020): 48–61. http://dx.doi.org/10.12845/sft.55.1.2020.4.

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Stoll, Richard J. "Civil Engineering". Simulation & Gaming 42, n.º 6 (14 de abril de 2010): 748–71. http://dx.doi.org/10.1177/1046878109341765.

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Abastillas, Matt Eleasar, Denise B. Cantago, Dhanica Gayle O. Cariliman, Sheila Mae A. Cuario, Jian Armel S. Labuca, Jardine Belle E. Mamac e Chardonnay O. Sinining. "Historical Evolution of Civil Engineering Material". International Journal of Research Publication and Reviews 4, n.º 12 (2 de dezembro de 2023): 510–15. http://dx.doi.org/10.55248/gengpi.4.1223.123316.

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Beadman, David. "Civil Engineering Practice". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 156, n.º 1 (janeiro de 2003): 59–60. http://dx.doi.org/10.1680/geng.2003.156.1.59.

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Mills, G., e Shaopei Lin. "Civil Engineering Innovation". Civil Engineering Innovation 3, n.º 1 (3 de março de 2009): 1. http://dx.doi.org/10.1680/einn.2009.3.1.01.

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Findik, Furkan, e Fehim Findik. "Civil engineering materials". Heritage and Sustainable Development 3, n.º 2 (11 de outubro de 2021): 154–72. http://dx.doi.org/10.37868/hsd.v3i2.74.

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For any construction project to prove satisfactory, it is essential to understand the properties of materials during both the design and construction phases. It is crucial to consider the economic viability and sociological and environmental impact of a project. During this initial design phase, possible alternative locations and a preliminary assessment of suitable construction materials are taken into account. The decision of which structural form and material choice is most appropriate depends on a number of factors including cost, physical properties, durability and availability of materials. Buildings can contain wood, metals, concrete, bituminous materials, polymers, and bricks and blocks. Some of these can only be used in non-structural elements, while others can be used alone or in combination with structural elements. The actual materials used in the structural members will depend on both the structural form and other factors mentioned earlier. In this study, various materials such as metal, timber, concrete floor and polymer used in civil engineering were examined, the properties and usage areas of these materials were examined.

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Arciszewski, Tomasz. "Civil Engineering Crisis". Leadership and Management in Engineering 6, n.º 1 (janeiro de 2006): 26–30. http://dx.doi.org/10.1061/(asce)1532-6748(2006)6:1(26).

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Farrar, Charles R. "Civil Engineering Dynamics". Earthquake Spectra 9, n.º 2 (maio de 1993): 303–5. http://dx.doi.org/10.1193/1.1585717.

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Sullivan, J. "Civil Engineering Reviews". Applied Ocean Research 24, n.º 3 (junho de 2002): 119. http://dx.doi.org/10.1016/s0141-1187(02)00036-6.

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Teses / dissertações sobre o assunto "Civil Engineering"

1

Adu-Gyamfi, Kwame. "Civil Engineering". Ohio University / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1141840448.

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Jreissati, Wadih J. (Wadih Joseph) 1980. "Counterterrorism civil engineering design". Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/29555.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.
Includes bibliographical references (leaf 51).
Because of the increasing concern about terrorist attacks, engineers have shown a substantial interest in making buildings safer for people. In order to come up with the most adequate design, experts have to carefully define the level of risk on the new structure, since people don't want to live in bunker-like buildings. Then, a good understanding of explosive devices will be a major help to keep the damage localized, preventing the overall collapse of the structure which can cause a lot more deaths than the explosion itself. The first and most important parameter is to secure the building's perimeter by increasing the standoff distance or by using security devices such as gates or even bollards around the building; careful site planning is essential and it costs a loss less when accounted for early in the design phase. Also, a wise choice of construction materials will mitigate blast effects; windows, doors, HVAC and firefighting systems should be designed to save lives and to not cause more injuries! Finally, the major driver for a successful blast protection is designing redundancies to carry the additional loads imposed by an explosion; structural members will therefore work as mediators for alternate load paths in the case of damage of their neighboring members.
by Wadih J. Jreissati.
M.Eng.

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Hackman, Ian. "Nanocomposites in civil engineering". Thesis, University of Surrey, 2007. http://epubs.surrey.ac.uk/844542/.

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Chemically treated layered silicates (clays) can be combined with normal polymer matrix materials to form a nanocomposite in which clay layers are distributed throughout the material. Previous researchers have shown that these high aspect ratio clays can alter the properties of a range of thermoplastic and thermosetting polymers by a number of mechanisms; improving mechanical and thermal properties and reducing permeability. This study involves the investigation of these novel materials to assess their potential applicability within the civil engineering industry and to assess in which areas and situations they might be used. Extensive research was conducted into the processing required for these materials to achieve sufficient organoclay exfoliation with a range of matrix materials. The subsequent nanocomposite materials were assessed using a range of characterisation techniques including XRD, TEM, SEM, OM, TGA, DSC and FTIR spectroscopy. Organoclay morphology was found to be highly dependent on the type of surfactant and curing agent used and resulted in a variety of different types of nanocomposite being formed. A variety of new manufacturing techniques were developed to generate void free and dimensionally consistent pure polymer and fibre composite specimens that allowed the frequently subtle property variations due to organoclay to be detected. A range of mechanical, thermal and durability properties were investigated to assess the differences that organoclay can generate when incorporated in the pure polymer and in a glass or carbon fibre composite. Mechanical testing of the pure polymer revealed small increases in tensile, flexural and compressive properties in glassy polymers; whereas in elastomeric polymers the properties can be improved by a factor of 3 due to the high relative properties of organoclay compared to the polymer. When incorporated in a fibre composite the organoclay offered little improvement when in a glass fibre composite but was able to increase the properties of a carbon fibre composite. It is thought that this increase does not occur due to increased mechanical properties of the polymer commensurate with the law of mixtures theory but due to changes in the fibre-matrix interphase. The permeability of nanocomposites when exposed to water was not improved, although the solvent permeability of some matrix materials was significantly reduced. Although a high degree of nanoscale exfoliation had been achieved, with highly separated clay platelets, the macroscale dispersion was not sufficient to result in reductions in Fickian water uptake via a tortuous path mechanism. Whereas, the reduction in solvent permeability was thought to arise from changes in the rate of polymer relaxations due to polymer chain mobility being constrained by organoclay and altering the rate of Case II uptake. The mechanical durability of pure polymer and glass fibre nanocomposites and the thermal durability of pure polymer nanocomposites were investigated. Little improvement was observed in the long-term durability properties of these materials after prolonged environmental conditioning as a result of organoclay. The influence that organoclay has on polymer chain constraint was investigated by DSC and DRS to assess which combinations of materials develop significant changes to the polymer network. It was found that the same nanocomposite formulations that resulted in reduced solvent uptake also resulted in increased thermal and reduced dielectric properties. Due to the requirement for high quality processing and the need to control cure cycle the implementation of nanocomposites would only be feasible within a premanufactured product and could not be used onsite with confidence until new and improved materials or processing methods are developed. Reductions in permeability would have to be improved to a level beyond that observed in this investigation and to a level witnessed in a only a few cases involving epoxy nanocomposites to warrant the additional expense of incorporating and processing organoclay It cannot currently be guaranteed that this level of permeability improvement would be established due to the limited number of cases in which this has been achieved. Therefore, the present state of the art does not allow sufficient improvements to be attained and the development of superior organoclays capable of becoming exfoliated with relative ease, or methods of processing that are proven to be highly effective, cost efficient, reproducible and rapid would be required before this technology could be applied to civil engineering materials. However, the future potential of nanocomposite materials remain significant and their application in civil engineering composites will offer significant advantages as the technology develops to allow economical processing and increased property advantages.

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Garcés, Francisco. "Identification of civil engineering structures". Phd thesis, Université Paris-Est, 2008. http://tel.archives-ouvertes.fr/tel-00470540.

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This thesis presents three methods to estimate and locate damage in framed buildings, simply-supported beams and cantilever structures, based on experimental measurements of their fundamental vibration modes. Numerical simulations and experimental essays were performed to study the effectiveness of each method. A numerical simulation of a multi-storey framed building, a real bridge and a real chimney were carried out to study the effectiveness of the methodologies in identifying damage. The influence of measurement errors and noise in the modal data was studied in all cases. To validate the experimental effectiveness of the damage estimation methods, static and dynamics tests were performed on a framed model, a simply supported beam, and a cantilever beam in order to determine the linear behavior changes due to the increase of the level of damage. The structural identification algorithms during this thesis were based on the knowledge type of the stiffness matrix or flexibility matrix to reduce the number of modal shapes and required coordinates for the structural assessment. The methods are intended to develop tools to produce a fast response and support for future decision procedures regarding to structures widely used, by excluding experimental information, thereby allowing a cost reduction of extensive and specific testing

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Edrees, Tarek. "Structural Identification of Civil Engineering Structures". Licentiate thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26719.

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The assumptions encountered during the analysis and design of civil engineering structures lead to a difference in the structural behavior between calculations based models and real structures. Moreover, the recent approach in civil engineering nowadays is to rely on the performance-based design approaches, which give more importance for durability, serviceability limit states, and maintenance.Structural identification (St-Id) approach was utilized to bridge the gap between the real structure and the model. The St-Id procedure can be utilized to evaluate the structures health, damage detection, and efficiency. Despite the enormous developments in parametric time-domain identification methods, their relative merits and performance as correlated to the vibrating structures are still incomplete due to the lack of comparative studies under various test conditions and the lack of extended applications and verification of these methods with real-life data.This licentiate thesis focuses on the applications of the parametric models and non-parametric models of the System Identification approach to assist in a better understanding of their potentials, while proposing a novel strategy by combining this approach with the utilization of the Singular Value Decomposition (SVD) and the Complex Mode Indicator Function (CMIF) curves based techniques in the damage detection of structures.In this work, the problems of identification of the vertical frequencies of the top storey in a multi-storey¸ building prefabricated from reinforced concrete in Stockholm, and the existence of damage and damage locations for a bench mark steel frame are investigated. Moreover, the non-parametric structural identification approach to investigate the amount of variations in the modal characteristics (frequency, damping, and modes shapes) for a railway steel bridge will be presented.
Godkänd; 2014; 20141023 (taredr); Nedanstående person kommer att hålla licentiatseminarium för avläggande av teknologie licentiatexamen. Namn: Tarek Edrees Saaed Ämne: Konstruktionsteknik/Structural Engineering Uppsats: Structural Identification of Civil Engineering Structures Examinator: Professor Jan-Erik Jonasson, Institutionen för samhällsbyggnad och naturresurser, Luleå tekniska universitet Diskutant: Forskare Andreas Andersson, Brobyggnad inklusive Stålbyggnad, Kungliga Tekniska Högskolan Tid: Torsdag den 20 november 2014 kl 10:00 Plats: F1031, Luleå tekniska universitet

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Alim, Seema. "Fuzzy expert systems in civil engineering". Thesis, Imperial College London, 1985. http://hdl.handle.net/10044/1/7183.

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Gheshlaghi, Farshad. "Tomographic imaging in civil engineering infrastructure". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq21349.pdf.

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Empie, Laurel E. "Measuring and interpreting civil engineering vibrations". Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/21430.

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O'Mahony, Margaret Mary. "Recycling of materials in civil engineering". Thesis, University of Oxford, 1990. http://ora.ox.ac.uk/objects/uuid:25b3c922-4720-4424-a2c6-b19f00013148.

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Although Britain is relatively rich in natural aggregate reserves, planning approvals to develop new quarries are running at about half the rate of aggregate extraction. The use of secondary materials, such as recycled aggregate, might not create a major course of aggregate but if secondary material were used in less demanding situations, the quantity of natural aggregate required by the construction industry would be reduced. This dissertation reports mainly on laboratory tests conducted on crushed concrete and demolition debris to examine the potential use of these materials in new construction. Standard aggregate tests were conducted on the materials to check their compliance with the Specification for Highway Works (1986), particularly for use as aggregate in road sub-base layers. A more detailed examination of the aggregates was conducted with regard to CBR, shear strength and frost susceptibility where the influences of moisture content, density and particle packing on these properties were investigated. One part of the study involved examining the use of recycled aggregate as the coarse aggregate fraction in new concrete. An analysis of the shear strength data was conducted using the dilatancy index defined by Bolton (1986). From the frost susceptibility results, it was concluded that further work would be required in this area to determine the main factors which influence the frost heave of recycled aggregates. The recycled aggregate concrete compared well with the natural aggregate concrete and appeared to be of superior quality than that produced in other research. During the study, it became evident that the recycled aggregates could perform as well as limestone in most cases and therefore could be considered for many potential uses. Some recommendations are presented at the end of this dissertation for the development of a standard on recycled materials which would help to promote the use of recycled aggregates in the construction industry in Britain.

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Vann, A. M. "Intelligent monitoring of civil engineering systems". Thesis, University of Bristol, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238845.

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Livros sobre o assunto "Civil Engineering"

1

Publications, Key Note. Civil engineering. 4^a ed. Hampton: Key Note Publishing, 1991.

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2

G, Newnan Donald, e Williams Alan 1930-, eds. Civil engineering. Chicago, IL: Kaplan AEC Education, 2004.

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3

Publications, Key Note, ed. Civil engineering. 2^a ed. London: Key Note Publications, 1987.

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4

Islam, M. Rashad. Civil Engineering Materials. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429275111.

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Seeley, Ivor H. Civil Engineering Quantities. London: Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-22719-8.

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Seeley, Ivor H. Civil Engineering Quantities. London: Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18652-5.

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Jackson, Neil, e Ravindra K. Dhir, eds. Civil Engineering Materials. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13729-9.

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Hicks, Tyler Gregory. Civil engineering formulas. 2^a ed. New York, NY: McGraw-Hill, 2009.

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9

Pahlaviyānī, ʻAlī Gulṣūrat. Civil engineering dictionary. 2^a ed. Tehran: Moin Publishing Corp., 2004.

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10

N, Cheremisinoff Paul, Cheremisinoff Nicholas P, Cheng Su Ling e Bert Charles Wesley 1929-, eds. Civil Engineering Practice. Lancaster, Pa: Technomic Pub. Co., 1987.

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Capítulos de livros sobre o assunto "Civil Engineering"

1

Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 95–115. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0393-0_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 80–98. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-5969-6_9.

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Wong, Felix, Karen Chou e James Yao. "Civil Engineering". In Practical Applications of Fuzzy Technologies, 207–45. Boston, MA: Springer US, 1999. http://dx.doi.org/10.1007/978-1-4615-4601-6_6.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 93–110. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3412-9_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 113–32. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3474-7_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 108–28. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4613-0599-6_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 117–33. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4684-5197-9_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 83–101. Boston, MA: Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-2832-6_9.

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Shafer, Wade H. "Civil Engineering". In Masters Theses in the Pure and Applied Sciences, 79–91. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4757-5782-8_9.

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Foulds, L. R. "Civil Engineering". In Universitext, 343–59. New York, NY: Springer New York, 1992. http://dx.doi.org/10.1007/978-1-4612-0933-1_16.

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Trabalhos de conferências sobre o assunto "Civil Engineering"

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"Civil engineering and geotechnical engineering". In 2007 International Forum on Strategic Technology. IEEE, 2007. http://dx.doi.org/10.1109/ifost.2007.4798645.

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Rogers, Jerry R. "Civil Engineering Education History (1741 to 1893): An Expanded Civil Engineering History Module". In Fourth National Congress on Civil Engineering History and Heritage. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40654(2003)4.

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Polmear, Madeline. "Macroethical development in civil engineering education". In SEFI 50th Annual conference of The European Society for Engineering Education. Barcelona: Universitat Politècnica de Catalunya, 2022. http://dx.doi.org/10.5821/conference-9788412322262.1234.

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This short research paper presents the early stage of an ongoing project in engineering ethics education. Given the impact of civil and architectural engineering and the profession’s obligation to uphold public welfare and trust, students must understand macroethics, engineering’s responsibilities to the human, natural, and built environment. The Bachelor’s curriculum plays a key role in developing ethical responsibility, as a site of professional socialization and the only institutionalized training most engineers receive. Students are also exposed to ethics, values, and the societal impacts of engineering via informal learning before and during their university experience. The present project is designed to explore how civil and architectural engineering students make meaning of their societal responsibilities by examining their conceptualisation of the impact of engineering and the factors that influenced it. This study employs a constructivist grounded theory (CGT) approach and draws on interviews with Bachelor’s civil and architectural engineering students in Belgium and the United Kingdom. Data collection and analysis are ongoing simultaneously with the aim of generating a novel theoretical model of macroethical development. This short paper introduces the theoretical and methodological approach of the study, anticipated outcomes, and next steps.

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Mishra, A. "Applications of Engineering Geophysical in Civil Engineering". In 1st Indian Near Surface Geophysics Conference & Exhibition. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201979010.

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Pribulova, Alena. "METALLURGICAL SLAG IN CIVIL ENGINEERING". In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/41/s18.018.

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Tyrsa, Valentin E., Larisa P. Burtseva, Moises Rivas Lopez e Vera V. Tyrsa. "Monitoring of civil engineering structures". In NDE for Health Monitoring and Diagnostics, editado por Tribikram Kundu. SPIE, 2004. http://dx.doi.org/10.1117/12.537411.

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Shanmuganathan, Sulojana. "Design Automation in Civil Engineering". In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)181.

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Rose, Andrew T. "Pennsylvania’s Historic Civil Engineering Landmarks". In World Environmental and Water Resources Congress 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482377.009.

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Schnellenbach-Held, Martina, e Oliver Geibig. "Intelligent Agents in Civil Engineering". In International Conference on Computing in Civil Engineering 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40794(179)94.

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Rui, Zheng. "GIS Application in Civil Engineering". In 2013 Fourth International Conference on Digital Manufacturing & Automation (ICDMA). IEEE, 2013. http://dx.doi.org/10.1109/icdma.2013.150.

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Relatórios de organizações sobre o assunto "Civil Engineering"

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Zhou, Fan. Major: Civil Engineering (Structural Engineering). Ames (Iowa): Iowa State University, janeiro de 2021. http://dx.doi.org/10.31274/cc-20240624-977.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Civil Works Cost Engineering. Fort Belvoir, VA: Defense Technical Information Center, março de 1994. http://dx.doi.org/10.21236/ada404118.

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Nadro, Mikailu. Artificial Intelligence in Civil Engineering. ResearchHub Technologies, Inc., janeiro de 2024. http://dx.doi.org/10.55277/researchhub.a6axlwn6.

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Turner, Howard, Francelina A. Neto e Edward Hohmann. Visualization and Animation in Civil Engineering. Fort Belvoir, VA: Defense Technical Information Center, dezembro de 2002. http://dx.doi.org/10.21236/ada409376.

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Turner, Howard, Francelina A. Neto e Edward C. Hohmann. Visualization and Animation in Civil Engineering. Fort Belvoir, VA: Defense Technical Information Center, setembro de 2002. http://dx.doi.org/10.21236/ada410160.

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Eulberg, Del, Teresa Hood, Jack A. Blalock, Anne M. Haverhals, Melanie DiAntonio, Darren Gibbs e Mark O. Hunt. Transforming Civil Engineering. Air Force Civil Engineer, Volume 15, Number 1, 2007. Fort Belvoir, VA: Defense Technical Information Center, janeiro de 2007. http://dx.doi.org/10.21236/ada496559.

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Lindgren, Roger, Charles Riley e David Thaemert. Graduate-Level Civil Engineering Transportation Course Development – Oregon Tech. Portland State University Library, junho de 2016. http://dx.doi.org/10.15760/trec.127.

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Coleman, Rodney A., Gordon R. Sullivan e Milton H. Hamilton. Civil Engineering: Army and Air Force Basic Real Estate Agreements. Fort Belvoir, VA: Defense Technical Information Center, fevereiro de 1995. http://dx.doi.org/10.21236/ada403041.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Plans and Specifications for Civil Works Projects. Fort Belvoir, VA: Defense Technical Information Center, outubro de 1993. http://dx.doi.org/10.21236/ada404119.

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Johnston, Lisa, e Jon Jeffryes. Teaching Civil Engineering Data Information Literacy Skills: An e-Learning Approach. Purdue University, 2015. http://dx.doi.org/10.5703/1288284315479.

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