Multivariate Bayesian Global–Local Shrinkage Methods for Regularisation in the High-Dimensional Linear Model by Valentina Mameli, Debora Slanzi, Jim E. Griffin, Philip J. Brown

“…We adopt priors’ structures used extensively in univariate problems (conjugate and non-conjugate with tail behaviour ranging from polynomial to exponential) and consider how the addition of error correlation in the multivariate set-up affects the performance of these priors. …”
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Existence and Stability of the Periodic Solution with an Interior Transitional Layer in the Problem with a Weak Linear Advection by Nikolay N. Nefedov, Egor Ig. Nikulin

“…In the paper, we study a singularly perturbed periodic in time problem for the parabolic reaction-advection-diffusion equation with a weak linear advection. The case of the reactive term in the form of a cubic nonlinearity is considered. …”
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Protein secondary structure determined from independent and integrated infra-red absorbance and circular dichroism data using the algorithm SELCON by Søren Vrønning Hoffmann, Nykola C. Jones, Alison Rodger

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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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Interfacial stability control of MHD Bingham fluids in micro-porous MEMS structures via fractal analysis by Yusry O. El-Dib, Amal A. Mady, Haifa A. Alyousef

Subjects: “…micro-porous MEMS structures…”
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Comprehensive analysis of crystal structure, thermal stability, optical and dielectric properties of the hybrid compound (C6H11N3O2)(H2PO4)2 by Soulayma Mtar, Nassira Chniba-Boudjada, Isabelle Ledoux-Rak, Abderrazek Oueslati, Mohamed Boujelbene

Subjects: “…Structure cohesion…”
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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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Assembly and comparative analysis of the complete mitochondrial genome of the spice plant Cinnamomum longepaniculatum by Yanling Fan, Linxin Tan, Ruizhang Feng, Xin Zhao, Xiangdong Xu

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Assessment of line differentiation in the Thoroughbred horse breed using DNA microsatellite loci by L. A. Khrabrova, N. V. Blohina, O. I. Suleymanov, G. А. Rozhdestvenskaya, V. F. Pustovoy

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Some aspects of biology and fishery of walleye pollock <i>Theragra chalcogramma</i> in the southwestern Chukchi Sea relative to the size and age structure by A. V. Buslov, E. E. Ovsyannikov

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Semigroup structure underlying evoluations by G. Edgar Parker

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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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Memristor Effect in Layered Film Structures by V. T. Pham, D. A. Podryabinkin, E. B. Chubenko, V. E. Borisenko

“…Numerical modeling of   the  current-voltage characteristics of such structures has shown that their loop-shaped form, typical of memristors, is transformed into a linear ohmic dependence of the total current on the magnitude of the applied external voltage as both the number of layers and the number of grains in each layer increase. …”
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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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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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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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Uncovering genes essential in domestication and breeding of sugar beet by Amar Singh Dhiman, Nazgol Emrani, Eva Holtgrewe-Stukenbrock, Mark Varrelmann, Christian Jung

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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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