Relevant bibliographies by topics / Structures analysis (Engineering)

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Structures analysis (Engineering)'

Author: Grafiati
Published: 4 June 2021
Last updated: 28 July 2025

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Journal articles on the topic "Structures analysis (Engineering)"

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Liu, Xiao. "Reliability Analysis of Engineering Structures." Applied Mechanics and Materials 333-335 (July 2013): 2262–65. http://dx.doi.org/10.4028/www.scientific.net/amm.333-335.2262.

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Introduces the concept and content of engineering structural reliability and reliability and reliable indexes, and considering the engineering structure reliability analysis of randomness and fuzziness, the fuzzy random reliability analysis model was established
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Malik, Afzaal M., Ejaz M. Qureshi, Naeem Ullah Dar, and Iqbal Khan. "ICONE15-10767 FATIGUE IN ENGINEERING STRUCTURES: A THREE FOLD ANALYSIS APPROACH." Proceedings of the International Conference on Nuclear Engineering (ICONE) 2007.15 (2007): _ICONE1510. http://dx.doi.org/10.1299/jsmeicone.2007.15._icone1510_397.

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Arquier, Mathieu, and Xavier Cespedes. "Limit analysis for civil engineering structures." IABSE Symposium Report 105, no. 25 (2015): 1–5. http://dx.doi.org/10.2749/222137815818358376.

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Sandberg, Göran, and Anders Olsson. "Failure sensitivity analysis of engineering structures." Computers & Structures 72, no. 4-5 (1999): 525–34. http://dx.doi.org/10.1016/s0045-7949(98)00334-4.

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Bednarz, Jarosław, and Jan Targosz. "ANALYSIS OF CIVIL ENGINEERING STRUCTURES VIBROISOLATION EFFECTIVENESS." Journal of KONES. Powertrain and Transport 19, no. 4 (2015): 33–41. http://dx.doi.org/10.5604/12314005.1138304.

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Kieselbach, Rolf. "Failure of metallic structures: An engineering analysis." Technology, Law and Insurance 5, no. 1-2 (2000): 33–110. http://dx.doi.org/10.1080/13599370050028594.

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Taniguchi, T. "Crack propagation analysis in civil engineering structures." Computers & Structures 41, no. 6 (1991): 1295–303. http://dx.doi.org/10.1016/0045-7949(91)90266-o.

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Kirk, C. L. "Analysis of dynamic effects on engineering structures." Journal of Wind Engineering and Industrial Aerodynamics 31, no. 1 (1988): 129–30. http://dx.doi.org/10.1016/0167-6105(88)90192-4.

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MacLeod, Iain. "Analysis of Engineering Structures; Bedenik and Besant." Engineering Structures 22, no. 9 (2000): 1226. http://dx.doi.org/10.1016/s0141-0296(99)00092-9.

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Cruz, Eric C., Ismael Aragorn D. Inocencio, Edgardo P. Kasilag II, and Laurice Angeli V. Villaflor. "ANALYSIS OF ENGINEERING FEASIBILITY OF AN OPEN PIER AGAINST COASTAL HAZARDS ALONG LUZON ISLAND." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 50. http://dx.doi.org/10.9753/icce.v36.structures.50.

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As an archipelago, the Philippines highly depends on ports for inter-island trade and commerce. However the country is vulnerable to coastal hazards such as typhoons and tsunamis. To serve the growing demand for commercial cargo transport in the northern region of the country’s largest island Luzon, an open pier is being proposed to be built along the western seaboard. This paper presents a methodology of carrying out a coastal engineering assessment of the feasibility of an open pier possibly without protective breakwaters. The analysis aims to determine the wave climate of the project coas
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Dissertations / Theses on the topic "Structures analysis (Engineering)"

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Segreti, John Michael. "Fatigue analysis methods in offshore structural engineering." Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/19287.

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Keane, A. J. "Statistical energy analysis of engineering structures." Thesis, Brunel University, 1988. http://bura.brunel.ac.uk/handle/2438/5204.

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This thesis examines the fundamental equations of the branch of linear oscillatory dynamics known as Statistical Energy Analysis (SEA). The investigation described is limited to the study of two, point coupled multi-modal sub-systems which form the basis for most of the accepted theory in this field. Particular attention is paid to the development of exact classical solutions against which simplified approaches can be compared. These comparisons reveal deficiencies in the usual formulations of SEA in three areas, viz., for heavy damping, strong coupling between sub-systems and for systems with
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Keyhani, Ali. "A Study On The Predictive Optimal Active Control Of Civil Engineering Structures." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/223.

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Uncertainty involved in the safe and comfort design of the structures is a major concern of civil engineers. Traditionally, the uncertainty has been overcome by utilizing various and relatively large safety factors for loads and structural properties. As a result in conventional design of for example tall buildings, the designed structural elements have unnecessary dimensions that sometimes are more than double of the ones needed to resist normal loads. On the other hand the requirements for strength and safety and comfort can be conflicting. Consequently, an alternative approach for design of
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Keyhani, Ali. "A Study On The Predictive Optimal Active Control Of Civil Engineering Structures." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/223.

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Uncertainty involved in the safe and comfort design of the structures is a major concern of civil engineers. Traditionally, the uncertainty has been overcome by utilizing various and relatively large safety factors for loads and structural properties. As a result in conventional design of for example tall buildings, the designed structural elements have unnecessary dimensions that sometimes are more than double of the ones needed to resist normal loads. On the other hand the requirements for strength and safety and comfort can be conflicting. Consequently, an alternative approach for design of
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Liu, Wenjie. "Structural dynamic analysis and testing of coupled structures." Thesis, Imperial College London, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.246801.

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Elizalde, Siller Hugo Ramon. "Non-linear modal analysis methods for engineering structures." Thesis, Imperial College London, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.419886.

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Uwizerimana, Salome. "Structural Modeling and Dynamic Analysis of Nuclear Power Plant Structures." The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1449489161.

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Pimm, Andrew James. "Analysis of flexible fabric structures." Thesis, University of Nottingham, 2011. http://eprints.nottingham.ac.uk/12162/.

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This thesis is primarily aimed at carrying out analysis of Energy Bags, reinforced fabric bags used for subsea compressed air energy storage. Subsea compressed air energy storage is a completely new method of large-scale energy storage designed to be integrated with direct-compression offshore wind turbines and wave energy converters. Energy Bags are impermeable bags anchored to the seabed at significant depths (e.g. 500m) in which high pressure air, compressed by specially designed wind turbines and wave energy converters, is stored at pressures roughly equal to the hydrostatic pressure of th
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Glasmacher, B., AL Halabi F, O. Gryshkov, A. Avakian, and О. Г. Аврунін. "Cross-linked alginate structures for engineering of scaffolds for neural tissue engineering." Thesis, Prague, Czech Republic, 2018. http://openarchive.nure.ua/handle/document/8334.

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Song, Yale. "Structured video content analysis : learning spatio-temporal and multimodal structures." Thesis, Massachusetts Institute of Technology, 2014. http://hdl.handle.net/1721.1/90003.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science, 2014.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 141-154).<br>Video data exhibits a variety of structures: pixels exhibit spatial structure, e.g., the same class of objects share certain shapes and/or colors in image; sequences of frames exhibit temporal structure, e.g., dynamic events such as jumping and running have a certain chronological order of frame occurrence; and when combined with audio and text, there is multimodal structure, e
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Books on the topic "Structures analysis (Engineering)"

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B, Besant C., ed. Analysis of engineering structures. Horwood Pub., 1999.

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Bucciarelli, Louis L. Engineering mechanics for structures. Dover, 2008.

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Schodek, Daniel L. Structures. 2nd ed. Prentice-Hall, 1991.

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Schodek, Daniel L. Structures. 3rd ed. Prentice Hall, 1998.

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Datta, T. K. Seismic analysis of structures. John Wiley & Sons Asia, 2010.

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Chamis, C. C. Computational structural mechanics for engine structures. National Aeronautics and Space Administration, 1989.

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Datta, T. K. Seismic analysis of structures. John Wiley & Sons Asia, 2010.

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Datta, T. K. Seismic analysis of structures. John Wiley & Sons Asia, 2010.

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Sozen, Mete Avni. Understanding structures: An introduction to structural analysis. Taylor & Francis, 2008.

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Sozen, Mete Avni. Understanding structures: An introduction to structural analysis. CRC Press, 2009.

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Book chapters on the topic "Structures analysis (Engineering)"

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Bangash, M. Y. H., Y. F. Al-Obaid, and F. N. Bangash. "Fire Analysis: Methods of Design Analysis." In Fire Engineering of Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36154-8_2.

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Chen, W. F., and D. J. Han. "Limit Analysis of Engineering Structures." In Plasticity for Structural Engineers. Springer New York, 1988. http://dx.doi.org/10.1007/978-1-4612-3864-5_9.

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Bangash, M. Y. H., Y. F. Al-Obaid, and F. N. Bangash. "Dynamic and Temperature Analysis Adopted in Fire Analysis and Design." In Fire Engineering of Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36154-8_3.

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Li, Jie, and Wei Liu. "Seismic Response Analysis of Structures." In Lifeline Engineering Systems. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-9101-3_5.

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Chowdhury, Indrajit, and Shambhu P. Dasgupta. "Soil Dynamics and Earthquake Engineering." In Earthquake Analysis and Design of Industrial Structures and Infra-structures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90832-8_3.

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Melchers, Robert E., and Xiu-Li Guan. "Complex Structural Analysis and Structural Reliability." In Modeling Complex Engineering Structures. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/9780784408506.ch11.

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Reddy, J. N. "Analysis of Laminated Composite Structures." In Lecture Notes in Engineering. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83535-3_15.

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Papadrakakis, M. "Analysis Methods for Spatial Structures." In Lecture Notes in Engineering. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-83015-0_12.

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Mustafy, Tanvir. "Analysis of Statically Indeterminate Structures." In Fundamentals of Structural Engineering. CRC Press, 2024. http://dx.doi.org/10.1201/9781032638072-6.

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Santhosh, T. V., and Edoardo Patelli. "Resilience Engineering." In Reliability-Based Analysis and Design of Structures and Infrastructure. CRC Press, 2021. http://dx.doi.org/10.1201/9781003194613-5.

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Conference papers on the topic "Structures analysis (Engineering)"

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Faisal, Shah, Muhammad Waseem, and Asghar Abbas. "A Simplified Numerical Modelling Approach for the Nonlinear Analysis of Reinforced Concrete Structures." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-frkz2i.

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Reinforced concrete (RC) is a widely preferred material for all types of infrastructure. A few of the main advantages of RC are its durability and economical availability but at the same time its non-homogenous behavior makes it difficult to analyze especially in the cases where non-linear behavior of the structure is to be accessed. This paper presents a simplified numerical model tailored for the nonlinear analysis of reinforced concrete structures, emphasizing enhanced efficiency and accuracy. Integrating material science insights and advanced computational techniques, our model encompasses
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Riha, D., M. Enright, H. Millwater, Y. T. Wu, and B. Thacker. "Probabilistic engineering analysis using the NESSUS software." In 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1512.

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Bruck, Hugh A. "Processing-Structure-Property Relationships in Hierarchically-Structured Polymer Composites for Multifunctional Structures." In ASME 2008 9th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2008. http://dx.doi.org/10.1115/esda2008-59088.

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This research focuses on elucidating on the processing-structure-property relationship in hierarchically-structured polymer composites that are being developed for multifunctional structures. This is accomplished through characterization of the transition in mechanical behavior that occurs across length scales and compositions by: (a) development of model hierarchically-structured composite materials using a combination of model nanoscale and microscale ingredients (carbon nanofibers (CNFs) and carbon microfibers (CMFs)) reinforcing a High Impact Polystyrene (HIPS) thermoplastic polymer that c
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Bounds, W. L., Amol Ganpatye, and George Miller. "Blast Resistant Design: Engineering Level Frame Analysis." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)211.

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ARBOCZ, J., and J. HOL. "SHELL STABILITY ANALYSIS IN A COMPUTER AIDED ENGINEERING (CAE) ENVIRONMENT." In 34th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1333.

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Stylianidis, Panagiotis M., David A. Nethercot, Bassam A. Izzuddin, and Ahmed Y. Elghazouli. "Progressive Collapse: Failure Criteria Used in Engineering Analysis." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)200.

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Kumar, Ashok V., and Prem Dheepak Salem Periyasamy. "Analysis of Shell-Like Structures Using Structured Mesh." In ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28583.

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Shell-like structures are modeled in traditional finite element method using shell elements. The geometry for such structures is modeled using surfaces that represent the mid-plane. A mesh consisting of planar or curved shell elements is then generated for the surface which can be challenging for complex surface geometries and the resultant mesh sometimes poorly approximates the geometry. In order to avoid the problems associated with mesh generation, several meshless methods and structured grid methods have been proposed in the past two decades. In this paper, a structured grid method called
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Chavel, B., A. Sanchez, D. White, D. Coletti, C. Ozgur, and J. Jimenez. "Erection Engineering Analysis for Curved and Skewed Girder Bridges." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.070.

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Freidenberg, Aaron, Jakob C. Bruhl, Christopher H. Conley, and Charles L. Randow. "High Fidelity Structural Analysis for Undergrad Structural Engineering Students." In Structures Conference 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481349.051.

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Guerlebeck, Klaus, Wolfgang Sproessig, Theodore E. Simos, George Psihoyios, and Ch Tsitouras. "Symposium: Clifford Structures in Mathematics, Physics and Engineering." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS: International Conference on Numerical Analysis and Applied Mathematics 2009: Volume 1 and Volume 2. AIP, 2009. http://dx.doi.org/10.1063/1.3241583.

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Reports on the topic "Structures analysis (Engineering)"

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Patel, Reena, David Thompson, Guillermo Riveros, Wayne Hodo, John Peters, and Felipe Acosta. Dimensional analysis of structural response in complex biological structures. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41082.

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The solution to many engineering problems is obtained through the combination of analytical, computational and experimental methods. In many cases, cost or size constraints limit testing of full-scale articles. Similitude allows observations made in the laboratory to be used to extrapolate the behavior to full-scale system by establishing relationships between the results obtained in a scaled experiment and those anticipated for the full-scale prototype. This paper describes the application of the Buckingham Pi theorem to develop a set of non-dimensional parameters that are appropriate for des
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Hite, John, Robert Ebeling, and Barry White. Hydraulic load definitions for use in Load and Resistance Factor Design (LRFD) analysis, including probabilistic load characterization, of 10 hydraulic steel structures : report number 1. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48610.

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In the past, allowable stress design (ASD) was used to design steel structures. The allowable stresses used were determined from previous practice, with limited understanding of the reliability and risk performance provided by the structure. Engineering methods based on Load and Resistance Factor Design (LRFD) provide more accurate lifetime models of structures by providing risk-based load factors. Besides improved safety, cost savings can be provided through improved performance and, in some cases, by delaying rehabilitation. This research project develops LRFD-based engineering procedures fo
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Moghimi, Gholamreza, and Nicos Makris. Response Modification of Structures with Supplemental Rotational Inertia. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/tihv1701.

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Tall, multistory, buildings are becoming increasingly popular in large cities as a result of growing urbanization trends (United Nations Department of Economic and Social Affairs 2018). As cities continue to grow, many of them along the coasts of continents which are prone to natural hazards, the performance of tall, flexible buildings when subjected to natural hazards is a pressing issue with engineering relevance. The performance of structures when subjected to dynamic loads can be enhanced with various response modification strategies which have been traditionally achieved with added stiffn
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Muelaner, Jody Emlyn. Generative Design in Aerospace and Automotive Structures. SAE International, 2024. http://dx.doi.org/10.4271/epr2024016.

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&lt;div class="section abstract"&gt;&lt;div class="htmlview paragraph"&gt;Semi-automated computational design methods involving physics-based simulation, optimization, machine learning, and generative artificial intelligence (AI) already allow greatly enhanced performance alongside reduced cost in both design and manufacturing. As we progress, developments in user interfaces, AI integration, and automation of workflows will increasingly reduce the human inputs required to achieve this. With this, engineering teams must change their mindset from designing products to specifying requirements, fo
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Striuk, Andrii, Olena Rybalchenko, and Svitlana Bilashenko. Development and Using of a Virtual Laboratory to Study the Graph Algorithms for Bachelors of Software Engineering. [б. в.], 2020. http://dx.doi.org/10.31812/123456789/4462.

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The paper presents an analysis of the importance of studying graph algorithms, the reasons for the need to implement this project and its subsequent use. The existing analogues analysis is carried out, due to which a list of advantages and disadvantages is formed and taken into account in developing the virtual laboratory. A web application is created that clearly illustrates the work of graph algorithms, such as Depth-First Search, Dijkstra’s Shortest Path, Floyd- Warshall, Kruskal Minimum Cost Spanning Tree Algorithm. A simple and user- friendly interface is developed and it is supported by
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Morrison, Dawn. The built environment of the US Air Force all-volunteer force : preliminary analysis of building trends. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49360.

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July 1, 2023, marks the 50th anniversary of the beginning of the all-volunteer force (AVF). At this time, buildings, structures, and other elements of the US Air Force’s (USAF) built environment associated specifically with the AVF will be potentially eligible as historic resources under the National Historic Preservation Act (NHPA). The relationship between the AVF and the USAF built environment, however, has not yet been examined, and no historic contexts exist that provide guidance on how to identify and evaluate properties that may be associated with the built environment of the USAF AVF a
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Morrison, Dawn. The built environment of the US Air Force all-volunteer force : preliminary analysis of building trends. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49369.

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July 1, 2023, marks the 50th anniversary of the beginning of the all-volunteer force (AVF). At this time, buildings, structures, and other elements of the US Air Force’s (USAF) built environment associated specifically with the AVF will be potentially eligible as historic resources under the National Historic Preservation Act (NHPA). The relationship between the AVF and the USAF built environment, however, has not yet been examined, and no historic contexts exist that provide guidance on how to identify and evaluate properties that may be associated with the built environment of the USAF AVF a
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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41142.

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Over the last few decades, in-place recycling of asphalt pavements has seen increased use by the highway industry, primarily to take a dvantage of potential cost and logistical savings compared to conventional reconstruction. More recently, the U.S. Navy and Federal Aviation Administration have allowed recycling to be used on airfields with lighter traffic. This report contains a discussion of in-place recycling design considerations obtained from a literature review of its use in the highway industry. Observations developed from a review of airfield pavement projects that have utilized recycl
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Chamberlain, C. A., and K. Lochhead. Data modeling as applied to surveying and mapping data. Natural Resources Canada/CMSS/Information Management, 1988. http://dx.doi.org/10.4095/331263.

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The Geodetic Survey Division of the Canada Centre for Surveying is replacing the National Geodetic Data Base (NGDB) with the National Geodetic Information System (NGIS). For the NGIS to be successful, it was recognized that a sound, well engineered data mode was essential. The methodology chosen to design the data mode! was Nijssen's Information Analysis Methodology (NIAM), a binary modeling technique that is supported by a Computer Aided Software Engineering (CASE) tool, PC-IAST. An NGIS prototype has also been developed using Digital Equipment of Canada's Relational Database (Rdb) management
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Torres, Marissa, Norberto Nadal-Caraballo, and Alexandros Taflanidis. Rapid tidal reconstruction for the Coastal Hazards System and StormSim part II : Puerto Rico and U.S. Virgin Islands. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41482.

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This Coastal and Hydraulics Engineering Technical Note (CHETN) describes the continuing efforts towards incorporating rapid tidal time-series reconstruction and prediction capabilities into the Coastal Hazards System (CHS) and the Stochastic Storm Simulation System (StormSim). The CHS (Nadal-Caraballo et al. 2020) is a national effort for the quantification of coastal storm hazards, including a database and web tool (https://chs.erdc.dren.mil) for the deployment of results from the Probabilistic Coastal Hazard Analysis (PCHA) framework. These PCHA products are developed from regional studies s
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