Frame Elements Research Articles

БЕЗПЕКА ПАСАЖИРСЬКИХ ПЕРЕВЕЗЕНЬ ТА РОЗВИТОК ТЕХНІЧНОГО КОНТРОЛЮ АВТОБУСІВ ГРОМАДСЬКОГО ТРАНСПОРТУ

The results of research indicating how the physical and mechanical properties of public transport bus bodies change during operation are shown. The regularities of reducing the thickness of the load-bearing elements of the body frame depending on the mileage and service life of buses are presented. The results of simulation modeling of the com-pliance of the bus with the UNECE Rules № 66 with a service life of 8 years, indicate the unacceptable further exploitation of such a bus. Such a bus has increased deformations of the racks during rollover and does not provide proper living space for the cabin. It is proved that in Ukraine the technical control of buses regarding their technical condition in ac-cordance with the existing regulatory framework has a formal approach using visual control methods. On the basis of review and analysis of the current situation in the sector of safety of passenger transportation by bus public transport and studies of changes in the strength of bus bodies during operation, the main provisions of the formation of technical control are presented as well as the corresponding changes – updating State standard of Ukraine 3649: 2010 ‘Wheeled vehicles. Requirements for safe technical condition and control methods’. The proposed provisions provide for the control of bodies during operation to be carried out taking into account the European regulatory framework and features of operation in Ukraine. With such controls it is proposed to use progressive means of assessing the deterioration of the thickness of the walls of load-bearing racks of the frame and their physical and mechanical properties. This way will al-low for a reliable assessment of the technical condition of bus bodies which will ensure the proper technical condition of buses and its passive safety throughout the entire service life. Key words: safety, bus, technical control, body, corrosion, fatigue strength, standard.

Accident, scandal, disaster: the media framing of corporate crime

Corporate crime is often misrepresented in crime media as individual wrongdoing with minor consequences. Despite considerable research on corporate crime in news, there has been no examination of quality media sources, upon which this paper focuses. This paper presents an exploratory study of the first week of framing corporate crime in UK-based online quality press outlets: The Guardian, The Independent, and The Telegraph. It does so by examining three major corporate crimes of the last decade: the Grenfell Tower fire, the London Inter-Bank Offered Rate (LIBOR) manipulation, and Volkswagen emissions manipulation. Methodologically, the paper is based upon an adapted version of Robert Entman’s media theory of framing by using the framing elements of perpetrator, cause of crime, victimization and punishment to explore what and how frames are being used in each outlet. It is found that even the most critical mass media outlets resort to accidental narrative frames that fail to address criminal (in-)justice. I conclude with a discussion of the implications of these findings for an understanding of the variance in quality press outlets’ frames of corporate crime that warrants further research.

Translational control of murine adiponectin expression by an upstream open reading frame element

ABSTRACT Adiponectin, an adipocyte-specific secretory protein encoded by the ADIPOQ gene has a causal role in insulin resistance. Anti-diabetic drugs increase plasma adiponectin by a poorly understood, post-transcriptional mechanism enhancing insulin sensitivity. Deletion analysis of a reporter bearing the mouse Adipoq mRNA 5’-leader identified an inhibitory cis-regulatory sequence. The 5’-leader harbours two potential upstream open reading frames (uORFs) overlapping the principal downstream ORF. Mutation of the uORF ATGs increased reporter translation ~3-fold, indicative of a functional uORF. uORFs are common in mammalian mRNAs; however, only a select group resist translational repression by the integrated stress response (ISR). Thapsigargin (TG), which induces endoplasmic reticulum (ER) stress and the ISR, enhanced expression of a reporter bearing the Adipoq 5’-leader; polysome profiling verified translation-stimulation. TG-stimulated translation was absent in cells defective in Ser51 phosphorylation of eukaryotic initiation factor 2α (eIF2α), required for the ISR. To determine its role in expression and function of endogenous adiponectin, the upstream uORF was disrupted by CRISPR-Cas9-mediated mutagenesis of differentiated mouse 3T3-L1 adipocytes. uORF disruption in adipocytes increased adiponectin expression, triacylglycerol accumulation, and glucose uptake, and inhibited paracrine muscle and liver cell expression of gluconeogenic enzymes, establishing an important role of the uORF in adiponectin-mediated responses to stress.

Experimental Investigation of Sheathed Cold‐Formed Steel Sigma Studs Under Compression Loading

AbstractCold‐formed steel sections are used to form various components of low‐and medium‐rise buildings. Such sections are commonly constructed with sheathing board, providing thermal and acoustic separation between interior partitions. In contemporary projects, these sheathing boards have been used to provide bracing and increasing lateral stiffness. The strength and stiffness of sheathing‐braced structural assemblies is governed by connections between framing elements and sheathing components. This paper describes an experimental investigation of stability and strength of sheathed cold‐formed steel lipped sigma wall studs under compression loading. A total of 35 experimental tests conducted covering various parameters including, sheathing plasterboard thickness, stud and track thickness, plasterboard configuration and density. Sheathing density and thickness are found to be significant in impacting the compression strength of the sheathed cold‐formed steel lipped sigma studs. A clear pattern was noted between plasterboard material and thickness on the stability and strength of the sheathed stud. It is found that higher density boards provided the greatest restraint against buckling, as did increased thicknesses. Isolating direct loading of the sheathing, and Composite action between the stud and sheathing are shown to be significant in determining the strength and controlling limit state of the stud.

Analysis Of RC Precast Modular Building with Frame Element Approach

Concrete buildings with modular systems are still not widely used for high-rise buildings. One of the main reasons is the lack of knowledge regarding the structural design of concrete modular buildings. In Indonesia itself, there are not even many concrete modular buildings because the majority of the area is surrounded by earthquake zones. This study aims to develop a frame analysis method using a section designer for structural analysis of concrete modular buildings. The function of using frame elements is to simplify the calculations that should be modelled with shell elements in order to ensure that the connection between segments occurred only vertically. The analysis was carried out for an 8-storey apartment modular building composed of 4 module segments (M-24A, M-24B, M-36A and M-36B). Seismic analysis was carried out using the parameters of the city of Kutai with Sds = 0.27 and Sd1 = 0.3. All module segments are capable of enduring the maximum moment caused by seismic loading. The M-36B segment has a maximum moment capacity of 62,318.73 kNm and can withstand an ultimate moment of 2,227.55 kNm. The combined effect of the earthquake due to the response spectrum created maximum building story drift of 0.11% does not exceed the required limit of 2%.

Matching algorithms to assist in designing with reclaimed building elements

Reuse of building components is one of the recommended circular strategies to reduce the environmental impact of new buildings. However, reclaimed building components are more difficult to design with than new products. While new products can be made to match exact needs, the salvaged components have predefined dimensions and quality limitations. Following the Design Science Research methodology, we attempt to answer how the reuse design can be aided by a digital design tool. The developed matching algorithms suggest the optimal assignment of available elements for the desired configuration, considering user-defined constraints and optimisation criteria. In the test cases, we seek to optimise the global warming potential of timber framing elements, defined by life cycle assessment, though the tool is not limited to this objective. The implementation includes greedy algorithms, bipartite graphs, and mixed integer linear programming. The usefulness of the proposed solution is evaluated on simulated sets of building elements in terms of embodied emission reduction and speed of the calculation. The paper contributes with methodologies, algorithms, and test cases to assess their performance. Practitioners can apply the proposed solution to reduce the time of designing with salvaged materials, which can lead to the popularisation of the circular design.

A co-rotational formulation for quasi-steady aerodynamic nonlinear analysis of frame structures

The design of structures submitted to aerodynamic loads usually requires the development of specific computational models considering fluid-structure interactions. Models using structural frame elements are developed in several relevant applications such as, the design of advanced aircraft wings, wind turbine blades or power transmission lines. In the case of flexible frame structures submitted to fluid flows, the computation of inertial and aerodynamic forces for large displacements and rotations is a challenging task. In this article, we present a novel formulation for the efficient computation of aerodynamic forces in frame structures, coupling the co-rotational framework with the quasi-steady theory. A numerical procedure is provided considering a tangent matrix for the aerodynamic forces. This formulation is implemented in the open-source library ONSAS, allowing users to reproduce the results or solve other frame nonlinear dynamic problems. The proposed formulation and its implementation are validated through the resolution of four numerical examples. The formulation and the numerical procedure proposed efficiently provide accurate solutions for these challenging problems with large displacements and rotations.

Numerical modelling approaches for predicting the seismic response of monopole-supported dissipative controlled rocking bridge piers

In this paper, rotational spring and multi-spring models are implemented in SAP2000® software, and numerical solutions are presented for monotonic and cyclic behaviour of a dissipative controlled rocking (DCR) bridge column supported on a monopile foundation that is embedded in sand. The pile-soil system is modelled with elastic frame elements connected to vertically-spaced bi-linear soil springs. Three soil conditions (i.e. loose, medium-dense and dense sand) are considered to account for soil-structure interaction effects. The results from an experimental programme, carried out by the authors at the University of Canterbury, are used to validate the numerical solutions. The numerical simulation results for the three sand conditions are in good agreement with the experimental ones. From a computational standpoint, the relatively simple mathematical formulation and easy implementation would make the rotational spring model more desirable than the complex multi-spring model. On the other hand, the multi-spring model is more versatile and capable of describing the cyclic response of the DCR pier, such as the post-tensioning force, axial stress in the steel dissipaters and gap-opening interface rocking characteristics.

Between information campaign and controversy: a quantitative newspaper content analysis about COVID-19 vaccination in Switzerland and Austria.

Because media portrayal reflects and shapes public opinion and health policy, investigating news coverage of public health issues is highly relevant for public health research and practice. Addressing a topical issue, this study investigated how newspaper coverage framed COVID-19 vaccines in Austria and German-speaking Switzerland and how it developed over time. A quantitative newspaper content analysis of six newspapers from Austria and German-speaking Switzerland published between January 1 and 31, 2022 was conducted. Frames were identified for each country separately through hierarchical cluster analysis (Ward's method) based on frame elements. Four frames were identified in both countries: (1) Evaluating new vaccines, (2) Discussing mandates, (3) Promoting vaccination, (4) Mentioning vaccines. In Frames 1 (Switzerland 86.4%, Austria 93.3%) and 3 (Switzerland 92.7%, Austria 98.9%), most articles included vaccine-endorsing statements, with Swiss coverage including additional negative statements more often than Austrian coverage (43.2%/44.6% vs 4.0%/3.3%). Frame 2 was closely linked to vaccine skepticism only in Austria and contained more evaluative statements in Austrian newspapers (25.4% endorsing, 35.4% rejecting; in Switzerland 14.5%/18.1%). The Austrian tabloid Kronen Zeitung published most articles (497/1091, 45.6%). The commercialized and comparatively high share of tabloid news coverage in Austria may have contributed to oversimplified and polarizing COVID-19 vaccine debates in this context. Insufficiently balanced and adequate information may contribute to a loss of public trust in vaccination and may therefore affect vaccination uptake. Authorities and public health professionals should consider this effect when designing information campaigns.

Model Counting Meets Distinct Elements

Constraint satisfaction problems (CSPs) and data stream models are two powerful abstractions to capture a wide variety of problems arising in different domains of computer science. Developments in the two communities have mostly occurred independently and with little interaction between them. In this work, we seek to investigate whether bridging the seeming communication gap between the two communities may pave the way to richer fundamental insights. To this end, we focus on two foundational problems: model counting for CSPs and the computation of the number of distinct elements in a data stream, also known as the zeroth frequency moment ( F 0 ) of a data stream. Our investigations lead us to observe striking similarity in the core techniques employed in the algorithmic frameworks that have evolved separately for model counting and distinct elements computation. We design a recipe for the translation of algorithms developed for distinct elements estimation to that of model counting, resulting in new algorithms for model counting. We then observe that algorithms in the context of distributed streaming can be transformed into distributed algorithms for model counting. We next turn our attention to viewing streaming from the lens of counting and show that framing distinct elements estimation as a special case of #DNF counting allows us to obtain a general recipe for a rich class of streaming problems, which had been subjected to case-specific analysis in prior works.

Correlation between energy and displacement demands for infilled reinforced concrete frames

Introduction: It is well recognized that masonry infills, even though they are non-structural elements, might offer a significant earthquake resistance and can prevent the collapse of relatively weak reinforced concrete structures.Methods: The goal of this study is to investigate the energy dissipation contribution of masonry infills in reinforced concrete frames subjected to earthquake ground motion. To this purpose, a sticktype model with and without infills is considered for the evaluation of the inelastic response of representative frame structures. The infills are modeled by means of equivalent strut elements, which can only carry compressive loads. To investigate the influence of their mechanical characteristics, different idealized type of masonry infills are considered, and the weakest one is selected for the dynamic analyses based on the whole strong motions database.Results: Wide ranges of structural systems and natural periods are taken into account, in such a way to establish response spectra for several significant parameters, including those based on energy. The results of the present investigation demonstrate that the infills significantly contribute to the energy dissipation capacity, provided that they are present in all stories.Discussion: It is found that the contribution of masonry infills is of great importance in reducing both dissipation and displacement energy demands in frame elements. The effectiveness of their contribution depends on the characteristics of the ground motion, especially for non-seismic frames.

Indian Railways: enhancing northeast connectivity with Half-Y connection

Research methodology The case has been developed as an illustrative case study using primary data. The data and images used for developing the case have been collected from the Alipurduar Division of Indian Railways with suitable permissions. The specific newspaper studies used in developing the case content have been referenced as footnotes on the relevant pages of the case study document. Case overview/synopsis Train operations in Alipurduar Division of Northeast Frontier Railway zone of Indian Railways are difficult. The division provides the vital rail link between the northeast states and the rest of India. Railway lines in the Alipurduar Division pass through several forests with a significant elephant population. As an outcome of train–elephant conflicts, train operations on one of the railway lines operate under severe speed restrictions. Moreover, the region is known for heavy rainfall and thunderstorms for almost six months every year. For the Divisional Railway Manager (DRM), the protagonist of the case, this implied repeated congestion, traffic disruptions, inadvertent delays and lack of time for critical maintenance of the tracks. A solution was planned several years ago for creating an alternative path to de-congest the traffic; however, it ran into a roadblock due to land acquisition issues.With all these limitations, could a solution be found and implemented? How could it be executed?The case illustrates how a simple yet innovative solution was proposed by the DRM in 2015 and implemented in 2016.With this case, students will be able to understand the innovation process that is embedded within long-term infrastructure projects. The case will help students understand how innovation can take place even in the later stages of project implementation, and how simple and creative solutions can have a long-term impact. Complexity academic level The case can be used in graduate and executive education courses in General Management and in Public Policy Management. It can also be used in Doctoral-Level Programmes such as those taught to scholars pursuing Fellow Programme in Management. Since the case brings out elements of problem framing and critical thinking, the case can be used for courses in strategic management. Many professionals, particularly those working in large organizations dealing with large infrastructure projects, will identify with the DRM and the challenges faced by him.

Active perception predicates and their frame elements characteristics

The article aims at describing a specific variety of perception predicates, namely active perception predicates. Active are considered those predicates in which the perceiving subject voluntarily directs his attention or sense organs to the object of perception. The differences between the analyzed predicates and the other subclasses of perception verbs are investigated, their semantic scope is described. Active perception predicates are categorized into subtypes. Their frame elements are examined with their definitions, semantic restrictions and possible syntactic realizations.

Effects of a video-based positive side-effect information framing: An online experiment.

Despite the public health value of vaccines, vaccination uptake rates are stagnating. Expected adverse events following immunization are a major source of concern and play a role in the emergence of vaccine hesitancy. Since nocebo mechanisms are involved in the perception of adverse reactions, positive side-effect communication is warranted. The aim of the present study was to compile a comprehensive communication strategy that minimizes expectations of nocebo effects while respecting the informed consent procedure. In a randomized 2 × 2 between-subject design, 652 participants received information about COVID-19 or influenza vaccination using either standard side-effect messaging or messaging enriched with proven elements of expectation-optimizing framing. A physician presented information online via video. Moderation analyses were conducted to examine effects among particular subpopulations. Expected adverse event ratings following an imagined immunization, cost-benefit ratios of the vaccination, and future vaccination intentions were assessed. Information content ratings were equally high in each group. Positive framing significantly decreased adverse event expectations in the COVID-19 information group and raised the cost-benefit ratio in the influenza condition, indicating higher benefits than cost expectations. Moderation analysis revealed that the framed side-effect communication lowered the expected COVID-19 vaccination uptake willingness in individuals with strong anti-vaccination attitudes. Facing the ongoing coronavirus mass vaccinations, positive information frames have a small but significant impact on vaccination concerns while upholding informed consent. Although intervention trials are still pending, this approach could help decrease vaccine hesitancy by reducing fearful expectations. However, it seems that it should not be used without considering vaccination attitudes. (PsycInfo Database Record (c) 2023 APA, all rights reserved).

Preparation and surface alloying of Al@Dy and Al@Y core-shell particles by magnetron sputtering and pulsed electron beam treatment

The paper is devoted to preparation Al@Dy and Al@Y core-shell structures by magnetron sputtering of Dy and Y on an Al powder. A unique powder holder system is used to obtain continuous powder movement and conglomerates destruction during the treatment. It has been established that powder particles treated using the powder holder system have a uniform coating over the entire surface. The powder coating process regularities were studied depending on the deposition time and the powder charge weight. Simple evaluation criteria for powder coating system efficiency and deposited material content based on the deposition rate were proposed. The complex modification consists of the initial core-shell structure formation and subsequent pulsed low-energy high-current electron beam treatment in the surface layer melting mode was demonstrated. The main goal of the electron beam treatment is to provide better adhesion of the “shell” material to the “core” material. Such treatment led to the deposited shell element alloying into the depth of core particles. Moreover, such electron beam treatment led to the synthesis of intermetallic compounds. In further studies, the prepared structures will be used for the uniform distribution of Dy and Y over the frame elements of self-propagating high-temperature synthesized porous materials.

Frame semantics in the lexical database SciE-Lex

Abstract This paper presents the introduction of frame semantics in SciE-Lex, a lexical database of biomedical English, in order to establish frame-based semantic networks among the lexical units contained in the database and draw attention to the domain-specific meanings and syntactic patterns that they exhibit. Taking the general English FrameNet database as a reference and the verbs diminish, compete, and perturb as an illustration, this paper shows how modelling the syntacticosemantic properties of biomedical English results in three scenarios: (a) the general English FrameNet analysis is fully adequate for biomedical usage (b) the frame elements in the general English FrameNet do not fully characterize the semantic and syntactic properties of the lexical items in biomedical English, so an existing frame needs to be customized (c) the frame(s) evoked in general English are different, so either the customization of an existing frame or the addition of a new frame is necessary.

Analytical characterization of the dynamic response of viscoelastic metamaterials

The band-gap frequencies of elastic metamaterials are ideally determined by a metamaterial architecture; yet, in practical situations, are often dependent on the material damping in their constituent(s). The analysis of viscoelastic metamaterials requires however substantial computational resources and, except for oversimplified cases, is solely done numerically. Here, we propose an analytical procedure based on the spectral element method (SEM) to analyze bulk metamaterials with viscoelastic damping as continuous systems. Due to intrinsic limitations of the SEM to deal with complex geometries, we develop a procedure to build an approximate model based on SEM frame elements. The viscoelastic behavior is included by means of complex viscoelasticity moduli expressed by the generalized Maxwell mechanical model. We validate this approach by analyzing metamaterial plates and verify the findings experimentally. We demonstrate that our SEM-based analytical model can accurately capture wave transmission around the first band-gap frequencies. Therefore, our extension of the SEM approach to analyze three-dimensional meta-structures is promising to characterize wave propagation in realistic viscoelastic structures (with any type of linear viscoelastic behavior) in an accurate and computationally efficient way.

Expressions of interest in research articles: Geo-academic location and time as influencing factors

Linguistic expressions of interest that signal academic authors’ epistemic attitude toward propositional content in their research articles are inherently associated with knowledge-making practices. Drawing on a semantic frame developed for expressions of interest, this study examined how an academic author’s geo-academic location and time of publication mediated the deployment of such interest markers in a 4-million-word corpus of 640 research articles sampled from four disciplines. To complement the corpus-based analyses of the interest markers, text-based interviews were conducted with 16 specialists from the four disciplines to explore their considerations in employing these markers. The corpus-based analyses found that time of publication and geo-academic location reliably predicted the overall use of interest markers and/or the presence of several frame elements. As revealed by the analysis of the interview data, these identified patterns of use were attributable to the Periphery-based scholars’ disadvantaged positions in academia and increasing competition for international publication.

Prediction of post-fire seismic performance of reinforced concrete frames

Due to the importance of evaluating the seismic behavior of structures after a fire, a numerical study was conducted on RC frames using the detailed finite element method. The simulation process consists of two separate steps. The first step is heat transfer analysis to estimate heat distribution in the various elements of RC frames, and the second step is evaluating the post-fire seismic performance of the frames using thermal–mechanical analysis. The test specimens used to verify the proposed FE model include two RC frames with different beam-column bending capacity ratios, which are in two different conditions, including the specimens at ambient temperature as control specimens and fired specimens inside of the furnace chamber. In the heat transfer analysis step, the sensitivity of responses to two effective parameters, including the moisture content and the emissivity of the concrete surface has been investigated. In the post-fire analysis, among the various models presented for the post-fire behavior of concrete, three stress–strain models were selected for cyclic analysis of RC frames and the results were compared with the test data. Also, the bond-slip behavior of the concrete-steel interface has been simulated using the equivalent springs technique. It was seen from the comparison of the numerical results with the test data, that the proposed model accurately estimates the resistance and the dissipated energy of frames in each cycle. In addition, parametric studies showed that every 30 min increase in the fire duration based on the ISO 834 standard curve causes a 10% decrease in post-fire seismic resistance compared to the control specimen.

Monotonic and cyclic sway behaviour of 2-dimensional frames made of pultruded GFRP I-section profiles

This paper presents an experimental study on the structural response of 2-dimensional full-scale frames comprising pultruded GFRP I-section profiles under lateral quasi-static monotonic and cyclic loading, including four different frame configurations, to assess (i) the influence of using different beam-to-column connection systems (one series included cleats and other included cuff parts); (ii) the benefits of using bracings (one series included a cable bracing system); and (iii) the impact of using infill walls (one series included plasterboard panels). The beam-to-column connections and the bracing system were materialized exclusively with stainless steel parts. The results of the monotonic tests showed that the type of beam-to-column connection has considerable influence on the frames’ response, namely on their lateral stiffness; additionally, the frame with bracings and the frame with infill walls exhibited the highest strength and stiffness, respectively, among all series. In the cyclic tests, all frames presented considerable pinching, limiting the energy dissipation; the results showed that the benefits of the infill walls should not be accounted for in design and that the bracing system used is not adequate for seismic areas, as both the plasterboards and the cable bracing system presented non-recoverable deformations/damage that limited their structural contribution from that point forward. The best performing frame series without bracings or walls was simulated using a simple finite element (FE) model. The profiles were modelled using frame elements and the beam-to-column connections were simulated using link elements with the Pivot hysteresis model, calibrated from previous experiments on the beam-to-column connection system. The FE model was able to predict the lateral response with reasonable accuracy, validating this numerical procedure. Then, the FE models were used to evaluate the effects, on the cyclic performance, of including GFRP bracings and a steel plate damper, leading to an improved hysteric response, especially in what concerns the energy dissipation capacity. Overall, the results show that (i) even with ductile connections, the energy dissipation capacity of simple pultruded frames is limited, (ii) although they present high drift capacity; (iii) simple models can be used for design purposes and (iv) they show that the introduction of material-adapted dissipation systems can improve the seismic performance of pultruded frame structures.