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1

Aleynikova, M. A., and N. Yu Soytu. "Structural mechanics and theory of structural analysis." IOP Conference Series: Materials Science and Engineering 775 (April 18, 2020): 012131. http://dx.doi.org/10.1088/1757-899x/775/1/012131.

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2

Rumyantsev, Nikita M., and Inna R. Cheplinskite. "Structural policy: theory, analysis, management." Herald of Omsk University. Series: Economics 21, no. 2 (2023): 132–42. http://dx.doi.org/10.24147/1812-3988.2023.21(2).132-142.

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Introduction. Global crises and sanctions pressure on the Russian economy slow down its growth rates, which especially affects export-oriented regions. The reaction of the Russian authorities in the form of financial and organizational measures to support the structural transformation of the economy requires the identification of key areas of structural policy that require scientific justification. The first stage of their development, according to the author's position, should be the study of existing scientific research in this area. Systematization of the publication space makes it possible
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3

Lu, Jianming, Yang Shen, and Ae-Kyoung Yoon. "Prosody Theory and Structural Prosody Analysis." Journal of Chinese Language, Literature and Translation 48 (January 31, 2021): 605–38. http://dx.doi.org/10.35822/jcllt.2021.01.48.605.

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4

Jenkins, W. M. "Theory and methods of structural analysis." Engineering Structures 10, no. 1 (1988): 68–69. http://dx.doi.org/10.1016/0141-0296(88)90021-1.

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5

Suárez‐García, Andrés, Elena Arce‐Fariña, María Álvarez Hernández, and Milagros Fernández‐Gavilanes. "Teaching structural analysis theory with Jupyter Notebooks." Computer Applications in Engineering Education 29, no. 5 (2021): 1257–66. http://dx.doi.org/10.1002/cae.22383.

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6

Kim, Hyeyoon. "The Ideology of Emotion and Discrimination: an Analysis of Oppressive Structures in N. K. Jemisin’s The Fifth Season." Criticism and Theory Society of Korea 30, no. 1 (2025): 91–122. https://doi.org/10.19116/theory.2025.30.1.91.

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This paper examines how the intertwined ideologies of emotion and discrimination shape and sustain social oppression in The Fifth Season, the first book of N. K. Jemisin’s The Broken Earth Trilogy. The novel narratively constructs the experiences of marginalized individuals, the Orogenes, depicting their subjugation and emotional oppression while exploring how societal emotions function as mechanisms of discrimination and exclusion. To analyze this process, this study employs Sara Ahmed’s The Cultural Politics of Emotionas a theoretical framework, focusing on how emotions such as hatred and fe
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7

Picard, R. "On a structural observation in generalized electromagnetic theory." Journal of Mathematical Analysis and Applications 110, no. 1 (1985): 247–64. http://dx.doi.org/10.1016/0022-247x(85)90348-8.

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8

Boyko, Mikhail E. "Structural Analysis of Film Characters." Journal of Flm Arts and Film Studies 8, no. 2 (2016): 23–32. http://dx.doi.org/10.17816/vgik8223-32.

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The article explores the structuralist analysis of film characters as compared to that of literary ones and formalizes the analysis of film characters by means of the set theory and semiotic formulas.
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9

성기산. "Structural Analysis of Aristotle’s Theory of Moral Education." Journal of Educational Idea 26, no. 3 (2012): 151–68. http://dx.doi.org/10.17283/jkedi.2012.26.3.151.

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10

성기산. "Structural Analysis of Plato's Theory of Educating Citizens." Journal of Educational Idea 27, no. 3 (2013): 191–211. http://dx.doi.org/10.17283/jkedi.2013.27.3.191.

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11

Kilic, B., and E. Madenci. "Structural stability and failure analysis using peridynamic theory." International Journal of Non-Linear Mechanics 44, no. 8 (2009): 845–54. http://dx.doi.org/10.1016/j.ijnonlinmec.2009.05.007.

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12

Chen, Lu Yun. "Structural-Acoustic Topology Analysis Based on Evolutionary Structural Optimization." Applied Mechanics and Materials 575 (June 2014): 343–49. http://dx.doi.org/10.4028/www.scientific.net/amm.575.343.

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Application of the evolutionary structural optimization (ESO) approach for structural acoustic optimization is investigated. Combining the sizing optimization, a more appropriate rejection criterion for ESO was put forward. There is a trial of applying modified evolutionary structural optimization (MESO) method in dynamic response problem. Finally, the topology optimization of plate structure under harmonic loading as example, the MESO approach is conducted. The numerical results show that the MESO is feasible in topology optimization analysis; and it expands the application of traditional ESO
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13

Gou, Xing-wang, Ai-jun Li, La-quan Luo, and Chang-qing Wang. "A new method for structural non-probabilistic reliability analysis based on interval analysis." Multidiscipline Modeling in Materials and Structures 12, no. 1 (2016): 73–79. http://dx.doi.org/10.1108/mmms-06-2015-0033.

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Purpose – The purpose of this paper is to propose a robust reliability index to characterize the structural safety degree. Design/methodology/approach – On the basis of the interval theory, a new interval reliability analysis method that the structural basic variables are described by the interval lower limit and interval length to characterize the structural uncertainty is proposed in this paper. Findings – A novel structural reliability index solution method is proposed. Besides, both linear and non-linear problem of solving interval non-probabilistic reliability are further discussed in thi
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14

Vecchio, Drew A., Samuel H. Mahler, Mark D. Hammig, and Nicholas A. Kotov. "Structural Analysis of Nanoscale Network Materials Using Graph Theory." ACS Nano 15, no. 8 (2021): 12847–59. http://dx.doi.org/10.1021/acsnano.1c04711.

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15

Kosciulek, John F., and MaryAnn Merz. "Structural Analysis of the Consumer-Directed Theory of Empowerment." Rehabilitation Counseling Bulletin 44, no. 4 (2001): 209–16. http://dx.doi.org/10.1177/003435520104400403.

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16

Hadenius, Axel. "Democracy and Capitalism: Collective Action Theory and Structural Analysis." Scandinavian Political Studies 11, no. 1 (1988): 21–44. http://dx.doi.org/10.1111/j.1467-9477.1988.tb00357.x.

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17

Inamura, Toyoshiro. "Theory and application of dynamic decoupling in structural analysis." Finite Elements in Analysis and Design 1, no. 4 (1985): 323–39. http://dx.doi.org/10.1016/0168-874x(85)90030-7.

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18

Kampmann, Christian Erik, and Rogelio Oliva. "Structural dominance analysis and theory building in system dynamics." Systems Research and Behavioral Science 25, no. 4 (2008): 505–19. http://dx.doi.org/10.1002/sres.909.

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19

Wang, Juan, Changming Hu, Zuqiang Liu, and Li Li. "Study on Structural Reliability Analysis Method Based on Chance Theory." Buildings 13, no. 5 (2023): 1245. http://dx.doi.org/10.3390/buildings13051245.

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Many factors influence structural reliability in practice engineering. Some factors can be measured to obtain lots of data, but others are difficult to acquire statistical data. In view of this situation, a new structural reliability analysis method is proposed using chance theory, which is composed of probability theory and uncertainty theory and can reflect random uncertainty and cognitive uncertainty simultaneously. The performance function of a structural mechanical element is defined, and when it is a random uncertain variable, the chance distribution is established. Then the calculated m
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20

Bleakley, Amy, and Michael Hennessy. "The Quantitative Analysis of Reasoned Action Theory." ANNALS of the American Academy of Political and Social Science 640, no. 1 (2012): 28–41. http://dx.doi.org/10.1177/0002716211424265.

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This article serves as a guide for conducting statistical analyses in a reasoned action context. Using structural equation modeling concepts, the authors identify two elements of reasoned action data: the structural component relating theoretical variables to one another and a measurement component defining the theoretical constructs. The authors then describe a three-step analytic approach: analyzing the proximal determinants of intention to perform a behavior, analyzing the underlying beliefs, and performing a segmentation analysis for intervention design purposes. In each step, when appropr
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21

Gordis, Joshua H., and Jeffrey Radwick. "Efficient Transient Analysis for Large Locally Nonlinear Structures." Shock and Vibration 6, no. 1 (1999): 1–9. http://dx.doi.org/10.1155/1999/269370.

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A general and exact theory for transient structural synthesis is extended to address structural systems with an arbitrary number of localized sources of structural dynamic nonlinearity. The formulation is independent of model size, in that only those model degrees-of-freedom of interest need be retained in the synthesis. The theory provides for the efficient calculation of nonlinear transient response due to externally applied loads and prescribed base motions. The theory can function as a substructure coupling and structural modification procedure allowing structural nonlinearities to be isol
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22

Javidan, Mohammad Mahdi, and Jinkoo Kim. "Fuzzy Sensitivity Analysis of Structural Performance." Sustainability 14, no. 19 (2022): 11974. http://dx.doi.org/10.3390/su141911974.

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Despite the versatility and widespread application of fuzzy randomness in structural and mechanical engineering, less attention has been paid to the formulation of sensitivity analysis for this uncertainty model. In this research, a brief review of the application of sensitivity analyses in structural engineering is provided, and then the concept of local sensitivity analysis is developed for the fuzzy randomness theory. Several sensitivity tests based on the classical probability theory are extended to this uncertainty model, namely, Monte Carlo simulation (MCS), tornado diagram analysis (TDA
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23

Worden, Keith. "Uncertainty Analysis in Structural Dynamics." Key Engineering Materials 588 (October 2013): 318–32. http://dx.doi.org/10.4028/www.scientific.net/kem.588.318.

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This paper discusses the main issues of Uncertainty Analysis (UA) in general and also argues and illustrates its particular relevance to structural dynamics. Brief descriptions are given of the most prevalent of the many frameworks for uncertainty representation. The three main uncertainty-related problems of relevance to structural dynamics are then discussed, namelyquantification,fusionandpropagation. In order to illustrate the application of ideas of UA in a realistic scenario, there then follows a case study conducted on an aerospace structure, namely the wing of a Gnat trainer aircraft. T
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24

Guzzini, Stefano. "Structural power: the limits of neorealist power analysis." International Organization 47, no. 3 (1993): 443–78. http://dx.doi.org/10.1017/s0020818300028022.

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Realism explains the ruling of the international system through the underlying distribution of power among states. Increasingly, analysts have found this power analysis inadequate, and they have developed new concepts, most prominently structural power. The usage of structural power actually entails three different meanings, namely indirect institutional power, nonintentional power, and impersonal power. Only the first, however, is compatible with the current neorealist choice-theoretical mode of explanation. This is the basic paradox of recent power approaches: by wanting to retain the centra
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25

Wang, Junjie, Tao Fu, and Yuanfeng Bao. "Vessel-Bridge Collision Risk Analysis Based on Structural Reliability Theory." Journal of Asian Architecture and Building Engineering 8, no. 2 (2009): 539–45. http://dx.doi.org/10.3130/jaabe.8.539.

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26

Liu, Long, and Fu Zhen Xuan. "Damaged Structural Vibration Analysis Using the Hamiltonian Matrix Perturbation Theory." Advanced Materials Research 44-46 (June 2008): 91–96. http://dx.doi.org/10.4028/www.scientific.net/amr.44-46.91.

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This paper proposes a Hamiltonian perturbation approach for analyzing the dynamic characteristics of the damaged structure. Firstly, structural vibration governing equation is transformed to the general expression of state variables composed of displacement and momentum. On the basis of the conjugate symplectic orthogonal relation, the first-, and second- order perturbation expression of the damaged structural eigensolution are obtained. Finally, the numerical simulation and cantilever experiment prove the effectiveness of this approach.
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27

Galishnikova, V. V., T. H. Gebre, S. M. Al-Sabri, and O. Saffia-Doe. "SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS." Structural Mechanics of Engineering Constructions and Buildings 14, no. 3 (2018): 192–97. http://dx.doi.org/10.22363/1815-5235-2018-14-3-192-197.

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28

Rao, S. S., and X. T. Liu. "Universal Grey System Theory for Analysis of Uncertain Structural Systems." AIAA Journal 55, no. 11 (2017): 3966–79. http://dx.doi.org/10.2514/1.j056004.

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29

Furuta, Hitoshi. "Comprehensive Analysis for Structural Damage Based Upon Fuzzy Sets Theory." Journal of Intelligent and Fuzzy Systems 1, no. 1 (1993): 55–61. http://dx.doi.org/10.3233/ifs-1993-1106.

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30

Bäurle, Gregor. "Structural Dynamic Factor Analysis Using Prior Information From Macroeconomic Theory." Journal of Business & Economic Statistics 31, no. 2 (2013): 136–50. http://dx.doi.org/10.1080/07350015.2012.747839.

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31

VISWESVARAN, CHOCKALINGAM, and DENIZ S. ONES. "THEORY TESTING: COMBINING PSYCHOMETRIC META-ANALYSIS AND STRUCTURAL EQUATIONS MODELING." Personnel Psychology 48, no. 4 (1995): 865–85. http://dx.doi.org/10.1111/j.1744-6570.1995.tb01784.x.

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32

McCabe, B. P. M. "A Multiple Decision Theory Analysis of Structural Stability in Regression." Econometric Theory 4, no. 3 (1988): 499–508. http://dx.doi.org/10.1017/s0266466600013414.

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Using the theory of multiple decisions, this paper conducts an analysis of structural stability in location and variance for the linear-regression model. It shows that both cusum and cusum-of-squares techniques are in certain senses optimal. However, the same tests are optimal for changes in location and variance. It is also shown that there is an inherent contradiction between the use of recursive residuals and cusum techniques. The concept of a localized Bayes rule is introduced.
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33

Panditta, I. K., R. P. Shimpi, and K. S. R. K. Prasad. "On the theory of discrete structural model analysis and design." International Journal of Solids and Structures 36, no. 16 (1999): 2443–62. http://dx.doi.org/10.1016/s0020-7683(98)00066-3.

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34

Hansen, Andrew C., and Mark R. Garnich. "A multicontinuum theory for structural analysis of composite material systems." Composites Engineering 5, no. 9 (1995): 1091–103. http://dx.doi.org/10.1016/0961-9526(95)00077-z.

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35

Krauthammer, T., A. Assadi-Lamouki, and H. M. Shanaa. "Analysis of impulsively loaded reinforced concrete structural elements—I. Theory." Computers & Structures 48, no. 5 (1993): 851–60. http://dx.doi.org/10.1016/0045-7949(93)90507-a.

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36

Bae, H. R., R. V. Grandhi, and R. A. Canfield. "Sensitivity analysis of structural response uncertainty propagation using evidence theory." Structural and Multidisciplinary Optimization 31, no. 4 (2006): 270–79. http://dx.doi.org/10.1007/s00158-006-0606-9.

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37

Yang, Y. B., S. R. Kuo, and Y. S. Wu. "Incrementally small-deformation theory for nonlinear analysis of structural frames." Engineering Structures 24, no. 6 (2002): 783–98. http://dx.doi.org/10.1016/s0141-0296(02)00007-x.

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38

Решина, М. Г. "CONFLICTNESS OF GLOBALIZATION: STRUCTURAL-DYNAMIC THEORY AND WORLD-SYSTEM ANALYSIS." Odesa National University Herald. Sociology and Politics 20, no. 1(22) (2015): 47–52. http://dx.doi.org/10.18524/2304-1439.2015.1(22).52126.

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39

Bedny, G. Z., and I. S. Bedny. "Morphological analysis and reliability assessment: systemic-structural activity theory approach." International Journal of Human Factors Modelling and Simulation 6, no. 2/3 (2018): 162. http://dx.doi.org/10.1504/ijhfms.2018.093179.

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40

Bedny, I. S., and G. Z. Bedny. "Morphological analysis and reliability assessment: systemic-structural activity theory approach." International Journal of Human Factors Modelling and Simulation 6, no. 2/3 (2018): 162. http://dx.doi.org/10.1504/ijhfms.2018.10014214.

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41

Unger, J., A. Kröner, and W. Marquardt. "Structural analysis of differential-algebraic equation systems—theory and applications." Computers & Chemical Engineering 19, no. 8 (1995): 867–82. http://dx.doi.org/10.1016/0098-1354(94)00094-5.

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42

Zhang, Mingcheng, Kexin Zhang, Xuan Ai, et al. "Theory-guided electrocatalyst engineering: From mechanism analysis to structural design." Chinese Journal of Catalysis 43, no. 12 (2022): 2987–3018. http://dx.doi.org/10.1016/s1872-2067(22)64103-2.

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43

Han, Fei, Nian-Feng Zhong, Lei Wu, Hao-Ran Zou, and Zi-Chen Deng. "Dynamic stiffness matrix perturbation theory for time-varying structural analysis." Journal of Sound and Vibration 572 (March 2024): 118195. http://dx.doi.org/10.1016/j.jsv.2023.118195.

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44

Ee, Ooi Sing. "The Structural Analysis of Li Yu’s Twelve Towers." ERUDITE: Journal Of Chinese Studies And Education 5, sp (2024): 207–20. http://dx.doi.org/10.37134/erudite.vol5.sp.13.2024.

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Li Yu, a playwright in the early Qing Dynasty, proposed the significant “structural theory” for the development of Chinese drama. This paper begins by discussing the concept of structural organization in his vernacular novel Twelve Towers, exploring how Li Yu, prior to putting forth the “structure comes first” theory, used the construction of “towers” as a narrative framework in the novel, to establish the spatial and thematic significance for the characters and activities within the story. Applying literature analysis of Twelve Towers as the research method, and supplementing it with Li Yu’s
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45

Zhang, Hui. "Structural Analysis of Bus Networks Using Indicators of Graph Theory and Complex Network Theory." Open Civil Engineering Journal 11, no. 1 (2017): 92–100. http://dx.doi.org/10.2174/1874149501711010092.

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The structure of bus network is very significant for bus system. To evaluate the performance of the structure of bus network, indicators basing on graph theory and complex network theory are proposed. Three forms of matrices comprising line-station matrix, weighted adjacency matrix and adjacency matrix under space P are used to represent the bus network. The paper proposes a shift power law distribution which is related average degree of network to fit the degree distribution and a method to calculate the average transfer time between any two stations using adjacency matrix under P space. More
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46

Kubota, Y., H. D. Dionne, and E. H. Dowell. "Asymptotic Modal Analysis and Statistical Energy Analysis of an Acoustic Cavity." Journal of Vibration and Acoustics 110, no. 3 (1988): 371–76. http://dx.doi.org/10.1115/1.3269528.

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One of the outstanding theoretical questions in interior noise is the connection between modal analysis and statistical energy analysis. Recently substantial progress has been made in understanding this connection for structural vibrations including both fundamental theoretical work and experimental verification. It has been shown that many of the results of Statistical Energy Analysis can be derived as an asymptotic limit of classical modal analysis and thus this approach is called Asymptotic Modal Analysis. The basic asymptotic theory for structural wall-acoustic cavity interaction is descri
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47

Raizer, Vladimir. "Theory of reliability in structural design." Applied Mechanics Reviews 57, no. 1 (2004): 1–21. http://dx.doi.org/10.1115/1.1584065.

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The article presents a review of the theory of reliability and its use for design code making procedures based on the probabilistic approach. Principles of structural safety in design code making are considered. To do so, the basic principles of the limit state methods in the form of partial factors and ways of their development are analyzed. The problem of manufactured structures or specimen reliability evaluation is discussed according to the control test results. Classification of loads and actions, which were adopted during the code making, is presented. Descriptions of the load combinatio
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48

Choi, Kyung K., and Jose L. T. Santos. "Design sensitivity analysis of non-linear structural systems part I: Theory." International Journal for Numerical Methods in Engineering 24, no. 11 (1987): 2039–55. http://dx.doi.org/10.1002/nme.1620241103.

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49

Šulka, Peter, Alžbeta Sapietová, Vladimír Dekýš, and Milan Sapieta. "Static structural analysis of rolling ball bearing." MATEC Web of Conferences 244 (2018): 01023. http://dx.doi.org/10.1051/matecconf/201824401023.

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In this paper, an effort has been put to analyze the rolling ball bearing using finite element analysis the contact pressure level, stress or displacement behavior of rolling ball bearing. The obtained results were then compared with the analytical results obtained through the methodology of Hertz theory in order to demonstrate an almost identical similarity of results and correct setting up of the given simulation in computational software ANSYS Workbench.
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50

Fatwansyah, Bamagin, Putu Nur Ayomi, and Desak Putu Eka Pratiwi. "An Analysis Structural Metaphor in Imagine Dragon's Selected Songs." Jurnal Impresi Indonesia 1, no. 4 (2022): 322–27. http://dx.doi.org/10.36418/jii.v1i4.53.

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Introduction: Language is one of the most important parts of our life that is used every day. This is because language supports human communication. Communication is important because it reduces the level of ambiguity in social interaction. Purpose: This article aims to explore the use of Structural Metaphors in selected songs by rock band Imagine Dragon and their meanings. The theory used is from Lakoff, which is used to identify Structural Metaphors and the theory of meaning from Leeches. In this article, Method: the method used is a qualitative method to describe the meaning of structural m
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