Showing 41 - 60 results of 1,748 for search '"\"((\"linear structure\\") OR (\"linear (structures\" OR structural\")))*\""', query time: 0.12s Refine Results
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    Dynamic Interactions of Inelastic Structures and Fluids by W. Brunner, H. Irschik

    Published 1994-07-01
    “…The inelastic parts of the strain in the beam are treated as unknown eigenstrains acting upon the linear elastic background structure. By means of this consistent eigenstrain analogy, the dynamic interaction problem is represented in a linear form. …”
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  4. 44

    Almost quasi-Urbanik structures and theories by B.Sh. Kulpeshov, S.V. Sudoplatov

    Published 2025-03-01
    “…Links of these characteristics and their possible values are described. These values for structures of unary predicates, equivalence relations, linearly ordered, preordered and spherically ordered structures and theories as well as for strongly minimal ones, and for some natural operations including disjoint unions and compositions of structures and theories were studied. …”
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    ASSESSING THE STATIC OF SOIL-STRUCTURE INTERACTION ON THE BEHAVIOR OF REINFORCED CONCRETE STRUCTURES: A MECHANO-FIABILISTIC APPROACH by KAMEL BEZIH, MOHAMED DJENANE, MOHAMED LAOUCHE

    Published 2025-03-01
    “…It clarifies the complex static non-linear effects that result from the interaction of the soil and the structure. …”
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  7. 47

    Load specific phase-field based structural optimization and experimental validation of sheet-based gyroid structures by Leonie Wallat, Michael Selzer, Marcus Seiler, Frank Poehler, Britta Nestler

    Published 2025-07-01
    “…The optimization is conducted within the linear-elastic range, aiming to maximize the stiffness of the structure while preserving its periodicity. …”
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    Seismic Response Analysis of Nuclear Island Structures Considering Complex Soil–Pile–Structure Dynamic Interaction by Xunqiang Yin, Junkai Zhang, Min Zhao, Weilong Yang

    Published 2025-07-01
    “…Seismic responses of Nuclear Island (NI) structures have great significance in the foundation adaptability analysis and the seismic design of equipment. …”
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  10. 50

    COMPARISON OF METHODS USED FOR SEISMIC ANALYSIS OF STRUCTURES by Petr Čada, Jiří Máca

    Published 2017-11-01
    “…The paper describes main dynamic properties of the chosen structure. Seismic load was defined by lateral force method, modal response spectrum, non-linear time-history analysis and pushover analysis. …”
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  11. 51

    DETERMINATION OF STRUCTURAL-MECHANICAL PROPERTIES OF SOFT DRUGS by V. A. Vainshtein

    Published 2019-01-01
    “…The dependence of the mechanical stress measured in the process of relaxation on the logarithm of time is linear, which makes it simple and convenient to determine the structural and mechanical properties of the test samples.…”
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  12. 52

    Multilinear Model of Heat Exchanger with Hammerstein Structure by Dragan Pršić, Novak Nedić, Vojislav Filipović, Ljubiša Dubonjić, Aleksandar Vičovac

    Published 2016-01-01
    “…The nonlinear model is assumed to have a Hammerstein structure. The set of linear models is formed by decomposition of the nonlinear steady-state characteristic by using the modified Included Angle Dividing method. …”
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  13. 53

    Design and cryptanalysis of a new iterative structure by Jiajie Liu, Bing Sun, Chao Li

    Published 2023-05-01
    “…Then by presenting the dual structure of the L‐Feistel structure with SP‐type round functions, it is proven that a differential of the L‐Feistel structure is impossible when and only when it is a zero‐correlation linear hull of its dual structure. …”
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  14. 54

    Innovation in Active Vibration Control Strategy of Intelligent Structures by A. Moutsopoulou, G. E. Stavroulakis, A. Pouliezos

    Published 2014-01-01
    “…Large amplitudes and attenuating vibration periods result in fatigue, instability, and poor structural performance. In light of past approaches in this field, this paper intends to discuss some innovative approaches in vibration control of intelligent structures, particularly in the case of structures with embedded piezoelectric materials. …”
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  15. 55

    Effects of Superstructure Flexibility on the Response of Base-Isolated Structures by Jeevan A. Kulkarni, R.S. Jangid

    Published 2003-01-01
    “…An equivalent linearization technique is used for the approximate response of isolated structure with non-linear isolation systems. …”
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  16. 56

    Analysis of geometric structure of woven fabrics surface. by Gabriela Kosiuk, Małgorzata Matusiak

    Published 2022-09-01
    “…The basic parameters of the woven fabrics’ structure are the following: weave, warp and weft density as well as warp and weft linear density. …”
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  17. 57

    The use of complex structure splines in roadway design by V. I. Struchenkov, D. A. Karpov

    Published 2024-02-01
    “…The previously proposed two-step scheme for designing paths of linear structures is also suitable for the utilization of compound splines with clothoids.…”
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  18. 58

    Determinants of the capital structure of TSL sector enterprises by Jędrzejczak-Gas Janina

    Published 2018-06-01
    “…It was to achieve the set goal that the correlation analysis and the linear regression method were used. Both correlation analysis and regression analysis have not confirmed the significance of all seven capital structure determinants. …”
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  19. 59

    APPLICABILITY OF SIMILARITY CONDITIONS TO ANALOGUE MODELLING OF TECTONIC STRUCTURES by Mikhail A. Goncharov

    Published 2015-09-01
    “…In any case, a researcher should have a clear vision of conditions applicable to each particular experiment.(2) Application of similarity conditions is often challenging due to unavoidable difficulties caused by the following: a) Imperfection of experimental equipment and technologies (Fig. 1 to 3); b) uncertainties in estimating parameters of formation of natural structures, including main ones: structure size (Fig. 4), time of formation (Fig. 5), deformation properties of the medium wherein such structures are formed, including, first of all, viscosity (Fig. 6), ultimate strength, and tectonic stresses which caused formation of such structures (Fig. 7).(3) A way to overcome the above mentioned difficulties can be found through awareness of the fact that physical similarity conditions are often met per se, i.e. automatically observed due to linear relationships between similarity coefficients (Fig. 8). …”
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  20. 60

    Line structure representation for road network analysis by Stephen Marshall

    Published 2015-06-01
    “…This paper introduces the line structure—identified mathematically as a kind of linearly ordered incidence structure—as a means of representing road network structure and demonstrates its relation to existing representations of road networks: the “primal” graph, the “dual” graph, and the route structure. …”
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