Numerical Thermo-Structural Simulations for the Design of the Havar Beam Window of a Beryllium Target for Neutron Beam Production by Roberta Dattilo

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Harmonic Elimination of 25 kV AC Electric Railways Utilizing a New Hybrid Filter Structure by S. Yousefi, M. M. Hosseini Biyouki, A. Zaboli, H. Askarian Abyaneh, S. H. Hosseinian

“…Since electric railway has a non-linear and variable nature, a novel hybrid filter structure is designed that compensates reactive power and eliminates harmonics to attain desired harmonic level regarding the conventional allowable harmonics level standards. …”
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Patterns of linear growth and formation of annulus on scales of pacific herring in Peter the Great Bay by L. A. Chernoivanova

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ON OPTIMUM DESIGN OF FRAME STRUCTURES by Marek Tyburec, Jan Zeman, Martin Kružík, Didier Henrion

“…We show that polynomial optimization solves the frame structure optimization to global optimality by building the (moment-sums-of-squares) hierarchy of convex linear semidefinite programming problems, and it also provides guaranteed lower and upper bounds on optimal design. …”
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FORENSIC ISSUES OF CATEGORIZING CONSTRUCTION PROJECTS AS PERMANENT STRUCTURES: METHODOLOGICAL GUIDELINES FOR FORENSIC EXAMINERS by Andrei R. Chudievich, Andrei Yu. Butyrin, Dar'ya V. Khamidova

Subjects: “…permanent structure…”
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Structural applications of CODE_BRIGHT: a review on numerical modelling of reinforced soil structures by Aníbal Moncada, Aníbal Moncada, Ivan P. Damians, Ivan P. Damians, Ivan P. Damians

“…Several factors must be considered when modelling RSS, including reinforcement response, which can be non-linear under several circumstance (including time- and temperature-dependencies), soil-reinforcement interaction, soil-structure interaction, and soil response, all of which can be affected by the presence of moisture. …”
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Structural stability study of draw-bar for high-speed maglev trains based on the nonlinear analysis method by LIANG Xin, GUO Feng, RAN Lingkun, YU Dalian, LIU Jianxin

“…Therefore, the machining precision should be strictly controlled in the design stage; the non-linear buckling analysis method is more suitable for structural stability analysis of the lightweight draw-bar.…”
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THE DEVELOPMENT OF MATHEMATICAL MODEL OF ECONOMIC EFFICIENCY OF PRODUCTION OF THIN-FILM STRUCTURES by Elena Olegovna Tarasenko, Andrey Vladimirovich Gladkov, Vasily Sergeyevich Tarasenko, Alexey Vyacheslavovich Shaposhnikov

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Modal Analysis of QP and LP Solution in Steady-state Optimization Layer of Two-layer Structure MPC by WANG Hongrui, ZHANG Xin, LIU Bowen, LIN Na, ZOU Tao

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Sub-activity Time-Cost Trade-off Model of Building Structural Beam on the Projects in the North Aceh Region by Fachrurrazi Fachrurrazi, Abdullah Abdullah, Yuwaldi Away, Teuku Budi Aulia

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Response of a Structure Isolated by a Coupled System Consisting of a QZS and FPS Under Horizontal Ground Excitation by Richie Kevin Wouako Wouako, Sandra Céleste Tchato, Euloge Felix Kayo Pokam, Blaise Pascal Gounou Pokam, André Michel Pouth Nkoma, Eliezer Manguelle Dicoum, Philippe Njandjock Nouck

Subjects: “…building structure…”
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Semigroup structure underlying evoluations by G. Edgar Parker

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Wind load equivalence method and structural response analysis of large-span space steel structures by Yonggang Chen, Jianming Ceng, Zhiming Yu, Yukai Wang, Li Gong, Tengteng Yang

“…Network truss deformation linearly increases with the load standard. If the wind load exceeds 1.0 kN/m2, deformation is associated with the windward vertical plane’s area and steel column spacing, impacting overall structural safety.…”
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Dynamic Interactions of Inelastic Structures and Fluids by W. Brunner, H. Irschik

“…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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SHEARING TESTS APPLIED TO PANTOGRAPHIC STRUCTURES by Gregor Ganzosch, Francesco dell’Isola, Emilio Turco, Tomasz Lekszycki, Wolfgang H. Müller

“…Results show that deformation behavior is strong non-linear for all samples. Furthermore, all samples were capable to resist considerable external shear loads without leading to complete failure of the whole structure. …”
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Almost quasi-Urbanik structures and theories by B.Sh. Kulpeshov, S.V. Sudoplatov

“…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

“…It clarifies the complex static non-linear effects that result from the interaction of the soil and the structure. …”
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Minimizing the eccentricity between the centers of mass and stiffness of structures with the optimality criterion method in the structural design process by Reza Akbari, Payam Gholbeigi

“…In recent decades, significant efforts have been made to control the torsional displacement of structures, especially in high-rise buildings and irregular structures. …”
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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

“…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

“…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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