Frame Structure Research Articles

Performance investigation of n-type PERT bifacial solar photovoltaic module installed at different elevations

In recent years, bifacial solar photovoltaic (bPV) cells have gained much interest in the solar PV market as they produce additional electrical energy at a marginally higher cost. Their ability to generate additional energy mainly depends on their rear side response. Module elevation, albedo, row spacing, and frame structure are the few factors that affect its rear side response and thus the overall efficiency. In this research work, the performance of a bPV module installed at the geographical location of latitude 9.673° N, and longitude 77.964° E is analyzed with different module elevations. Module elevation is one of the key installation parameters that causes the non-uniformity in the rear side irradiance. At low elevations, the non-uniformity is higher and starts reducing with the increase in elevation, reaching a negligible value at greater elevations. The experimental results showed that for the module elevation of above 1m, the non-uniformity is reduced to 5 % from 12 % at 0.25m. The peak power output for the elevation of above 1m is around 375W at which the bifaciality factor is about 25 %. Overall, it is observed that the bifacial solar PV module at a higher optimum elevation produces lesser non-uniformity and a higher energy yield.

Shaking table tests on inclined collapse mechanism of RC frame structures subjected to earthquakes

Inclined collapse of structures under strong earthquakes threatens the adjacent infrastructures. The collapse mode and collapse direction should be considered with caution to curb the secondary disaster in the urban area. However, current studies on the inclined collapse mechanism are predominantly limited to the qualitative and intuitive understanding. To fill this gap, this study presents an insight into the inclined collapse mechanism of the reinforced concrete (RC) frame structures with two typical features subjected to earthquakes, i.e., the structures with slab opening on one side of the first floor and the structures with disparate axial compression ratios of the first story columns on the opposite sides. First, shaking table tests were performed on two 1/10-scale three-story RC frame structure models undergoing inclined collapse. Then the multi-scale finite element models were established, validated against the test results and used for parametric studies. In the parametric studies, two coefficients were considered to describe the typical features of the RC frame structures, i.e., the strong column-weak beam ratio η and differential rate of the axial compression ratios λ. The test and numerical results found that the inclined collapse mechanism was attributed to the different distributions and discrepant resistance deterioration of the plastic hinges among the first story columns of the RC frame structures with the two features. This causes the inconsistent damage levels among the first story columns, the dominant direction of the lateral displacement, and the inclined collapse of the structures. Finally, the collapse mode and collapse direction can be controlled by appropriately adjusting the two coefficients η and λ for the structures with the typical features concerned in this study.

Initiating a Fetal Cardiac Program from Scratch in Low- and Middle-Income Countries: Structure, Challenges, and Hopes for Solutions.

Although fetal cardiac programs are well established in developed countries, establishing an efficient program in low- and middle-income countries (LMICs) is still considered a significant challenge. Substantial obstacles usually face the initiation of fetal cardiac service from scratch in LMICs. The primary structural frame of a successful fetal cardiac program is described in detail, emphasizing the required team members. The potential challenges for starting fetal cardiac services in LMICs include financial, awareness-related, prenatal obstetric screening, sociocultural, psychosocial, and social support factors. These challenges could be solved by addressing these barriers, such as collecting funds for financial support, raising awareness among families and health care providers, telemedicine, building international health partnerships, modifying training protocols for fetal cardiologists and sonographers, and initiating support groups and social services for families with confirmed fetal cardiac disease. Initiating a successful fetal cardiac program requires multi-aspect structural planning. The challenges for program initiation require diverse efforts, from modified training and promoting awareness of care providers and the community to governmental and nonprofit organizations' collaborations for proper building and utilization of program resources.

Design and Analysis of Solar Power Cart for Inhouse Application Through ANSYS

The design and analysis of a solar power cart for in-house applications using ANSYS software is presented in this paper. The solar power cart is a portable, self-contained unit equipped with solar panels, batteries, and power electronics, designed to provide a renewable energy source for various in-house applications. The objective of this study is to analyze the structural integrity and thermal performance of the solar power cart using ANSYS simulation tools. The structural analysis focuses on evaluating the cart's mechanical strength and durability under various loading conditions, including static and dynamic loads. Finite element analysis (FEA) is used to simulate the structural behavior of the cart's components, such as the frame, wheels, and mounting structures, to ensure they can withstand the operational loads. The thermal analysis investigates the heat distribution and dissipation within the cart to prevent overheating of the components and optimize the overall thermal performance. ANSYS Fluent is employed to simulate the airflow and heat transfer mechanisms, enabling the design of effective cooling systems and thermal management strategies. The results of the design and analysis are used to optimize the solar power cart's performance, efficiency, and reliability for in-house applications. The proposed design demonstrates the feasibility of using ANSYS software for the design and analysis of renewable energy systems, providing valuable insights for future research and development in this field.. Key Words: Hallow shaft, Catia software Ansys19.0

Steel structure design and analysis of a modern extreme sports center

A modern extreme sports center consists of a three-story main structure and ancillary structures. The overall architectural shape is simple and elegant. In order to ensure that the center has the high strength, earthquake resistance, corrosion resistance and other characteristics required for extreme sports venues, while taking into account comfort and aesthetics, the building structure adopts a steel frame structure system. This article uses the PKPM2021-V2.1.1.1 version software to conduct an overall calculation and analysis of this steel structure project, and checks the floor displacement calculated by the elastic method under the action of wind load or frequent earthquake standard values. The results show that the vertical structure of this structure is The deformation of the axial members meets the requirements of the code; the displacement ratio and inter-story displacement ratio of the structure under the action of specified horizontal seismic forces considering the influence of accidental eccentricity are checked, and the results show that the structure does not belong to torsional irregularity; the overturning resistance of the structure is checked and The shear-to-weight ratio was calculated and the results showed that the stability of the structure met the specification requirements. It can be seen from the above calculation and analysis that this structure can meet the specification requirements under various working conditions, and the structural design is safe and reliable.

Structural seismic response reconstruction method based on multidomain feature-guided generative adversarial neural networks

Structural seismic response reconstruction is important to assess the safety of structures. This study presents a novel multidomain feature-guided generative adversarial neural network model (MWGAN-TF) for reconstructing the seismic responses of structures, which takes into account the joint non-stationarity of the seismic response in the time-frequency statistical domain. It innovatively incorporates time, frequency, and statistical-domain feature constraints into the multiscale generative adversarial neural network, which guides the model to learn the multidomain feature information of the seismic response at different time scales. A statistical indicator (CNCSI) was proposed to evaluate the performance of the model in capturing nonstationary characteristics. The effectiveness of the MWGAN-TF was verified using response data from numerical models of a three-story moment-resisting frame and reinforced concrete frame structures, as well as the field measurement data of an actual building. Thereafter, the effects of different domain feature-guided models on the reconstruction response accuracy are discussed. The results show that embedding multidomain feature constraints can provide a more reliable response reconstruction by improving the ability of the model to capture nonstationary characteristics. Thus, the deep learning paradigm based on multidomain feature guidance outperforms the classical neural network guided only by time-domain features.

Numerical Analysis of the Influence of a Magnetic Field on the Group Dynamics of Iron-Doped Carbon Nanotori

Columnar phases consisting of a group of carbon toroidal molecules (C120, C192, C252, C288) are studied numerically. Each nanotorus was previously doped with an iron atom. This made it possible to use an external magnetic field as a tool for influencing both an individual molecule and a linear fragment of the columnar phase. A high-precision scheme for calculating the dynamics of large molecules with a rigid frame structure is proposed to solve the problem. The group dynamics of nanotori clusters under the influence of an external magnetic field has been studied using classical molecular dynamics methods. The influence of the molecular cluster size, temperature, magnetic moment of the molecule, and magnetic field direction on the collective behavior of iron-doped toroidal molecules with different contents of carbon atoms is analyzed. Molecular dynamics calculations showed that systems of nanotori doped with a single iron atom retain a columnar structure both in the absence and in the presence of an external magnetic field. The columnar fragment behaves as a stable linear association of molecules even at sufficiently high values of magnetic induction, performing a coordinated collective orbital rotation around a common center of mass on a nanosecond time scale.

Co-Fe synergistic interaction mediated novel peroxymonosulfate activators: High-efficiently degradation and outstanding mineralization

The search for immobilization methods is the key to current research on environmentally friendly catalysts. In this study, Fe-Co bimetallic organic framework material was prepared by microwave hydrothermal method. After further carbonization, structural frame self-fixing catalyst Fe/CoC was obtained for the activation of peroxymonosulfate (PMS). Based on a stable three-dimensional structure, high specific surface area, variable polymetallic ion valence and remarkable catalytic performance, Fe/CoC achieved 99.59 % treatment efficiency and 93.38 % mineralization efficiency of norfloxacin (NOR) within 30 min. The universality was evaluated in multiple antibiotics and actual water configuration solutions. The matching redox potentials and synergistic interactions between the bimetals enhanced the activation catalytic efficiency, which was attributed to the generation of radical SO4•− and non-radical 1O2. In addition, the voltammetry characteristic curve proved the existence of direct electron transfer in the system. Finally, a relatively complete NOR degradation pathways were proposed based on the 13 intermediates. This work has enriched the development of stable catalysts for PMS activation and provided a new idea for MOFs to participate in antibiotic removal.

A numerical model database for rapid seismic damage assessment of typical regular reinforced concrete frame structures in urban building clusters

A vast city usually encompasses hundreds of thousands or even millions of buildings, majority of which are regular buildings with typical structural configurations. In the seismic damage simulation of cities, efficient and reliable simplified models are required to represent these buildings. A numerical model database of typical regular reinforced concrete (RC) frame structures was developed, utilizing shear models to simulate these RC frame structures. In contrast to existing shear models that are automatically generated based solely on the fundamental rules regulated by the theories of structures and the design codes, the shear models in this study were calibrated using refined numerical models to guarantee precise depiction of RC frame structures. The effects of reinforcement corrosion and the year of construction on structural performance were also considered. First, 108 RC frame structures were designed with typical configurations, strictly adhering to the regulations of design codes. Second, the refined models of the RC frame structures were established with modified material parameters to account for reinforcement corrosion, resulting in 540 refined models. Afterward, the parameters of each shear model were calibrated through cyclic pushover analysis of the corresponding refined numerical model. Finally, the characteristic points of the shear models were further modified to consider the different redundant capacities of the structures constructed in three time phases due to the update of design codes, by which a simplified numerical model database containing 1620 shear models was developed. The models' accuracy in predicting fundamental periods and seismic damage states was verified by comparing them to the refined models and three real RC frame buildings. The effects of the reinforcement corrosion and year of construction on the seismic damage states of the RC frame structures were also discussed. The developed numerical model database can be utilized for the seismic damage assessment of RC frame structures in urban building clusters.

Finite Element Analysis of Stress Distribution in AL6061 Frame Structures Under Varying Applied Loads

The demand for lightweight and high-performance structures has driven the popularity of commercially available aluminum alloys such as AL6061, particularly in the transporterindustry. However, predicting stress distribution accurately within AL6061 frame structures under diverse loading conditions remains a significant challenge for clients due to the complex nature of their behavior. To address this challenge, a study has been conducted that utilizes the advanced 3D simulation software SolidWorks 2023 to model a custom dimension frame structure and evaluate their behavior under varied loads of up to 200% of the structure's weight, which is a significant departure from the standard loading conditions. The goal is to offer a thorough and accurate assessment of the frame structure's capabilities. This investigation analyzed the stress, strain, displacement, and safety factors of a specifically designed frame structure, ensuring that each value met or exceeded acceptable standards. This study also provides valuable insights into the structure's performance under various loading conditions, including the handling of heavy items and specimens that require the use of a transporter in industrial engineering applications. Additionally, a detailed assessment of the material properties of the aluminum alloy used in constructing the frame structure provides useful information for designing and optimizing high-performing structures in the industry. Based on the results, it appears that the critical von Mises stress, when exposed to maximum varying loads (76.54 MPa), remains below the structure's yield strength of 275 MPa. The equivalent strain reaches a maximum value of 0.5607E-03, and the structure's deformation at maximum loads is just 0.6705 mm. The safety factors of the structure, tested at three different varying loads, are above 3. These values conclusively demonstrate that the AL6061 frame structure is safe and reliable for industrial applications and can withstand loads up to 200% wt.

An intelligent body frame structure modeling and optimization system based on conceptual design

The conceptual design stage is an indispensable and important stage in the development of the modern body. However, due to the lack of sufficient body structure parameter support, the design defects generated at this time are difficult to make up for in the subsequent design stage. Therefore, it is of great significance to develop a conceptual design software for body structure that integrates design, analysis, and optimization. This paper proposes an intelligent body frame structure modeling and optimization system based on conceptual design, S-iVCD (Intelligent System for Conceptual Design of Vehicle Body Structure). Based on deep learning methods and body design sketches, a conceptual model of body structure is quickly established. Based on the data parameters stored in the Excel table, the system is seamlessly connected to the domestic independent finite element software SIPESC to calculate the simulated working conditions. The body structure optimization module is driven by the MMA (method of moving asymptotes), and takes the body structure performance and total mass as the optimization goals or constraints of the mathematical model to achieve body structure performance improvement and lightweight design.

Influence the A/V ratio of recorded ground motions on the response of RC frames structures

Influence the A/V ratio of recorded ground motions on the response of RC frames structures

Vector form intrinsic finite element analysis for nonlinear parametric resonances of planar beam structures

The parametric resonance of a beam structure may lead to a disastrous consequence. To assess the safety of a structure, structural engineers need a straightforward and practical method to calculate the large-amplitude nonlinear parametric resonance responses of the beam structure. This paper proposes a newly developed vector form intrinsic finite element (VFIFE) calculation scheme to analyse the nonlinear parametric resonance of planar beam structures. By taking into account the geometric stiffness effect of the internal axial force for the frame element, a new relationship between internal nodal forces and deformation components is first established based on the VFIFE principle and the parametric resonance mechanism of frame structures. A numerical example of a portal frame is presented to demonstrate the efficacy of this new calculation scheme. A parametric resonance test of the cantilever beam is conducted to verify the applicability of the VFIFE method. The numerical results show that the proposed scheme can well simulate the nonlinear phenomena of parametric resonances. The numerical predictions are consistent with the experimental observations. A filtering-based finite-time Lyapunov exponent approach is presented to determine the stability boundary of the structure. The numerical stability boundary of parametric resonance agrees well with the experimental boundary. Possible causes of deviations between the numerical and experimental results are discussed. The proposed VFIFE scheme is a simple and effective means of analysing the stability and nonlinear responses of the parametric resonance of planar beam structures.

Titanium/FRP hybrid sandwich: in-plane flexural behaviour of short beam specimens

Adopting novel sandwich structures with FRP (Fibre Reinforced Polymer) skins and a metallic lattice core, both of which have high specific strength and stiffness, is one way to achieve better mechanical performance while remaining lightweight. Flexural stress is a load pattern that frequently occurs in the structural frame components of automobiles; nonetheless, while the in-plane load scheme has scarcely been examined, the out-of-plane load one has. As a result, the former configuration received consideration in this work. Moreover, short beam specimens were taken into account. The mechanical response of specimens with three different kinds of composite materials as skin material was analysed. The skins were made of CFRP (Carbon Fiber Reinforced Polymer), with two different weaving styles, and AFRP (Aramid Fiber Reinforced Polymer). All-titanium specimens were studied, too. Similar maximum loads and maximum displacement at break were recorded for both CFRP and AFRP specimens, while the all-titanium one resulted stronger. In terms of the load-displacement curves, the first section featured an initial linear phase, followed by a minor load drop, likely attributed to the breakage of fibres. The CFRP specimens showed a sharp fracture of the skin fibres, while for the AFRP, a fraying was observed.

Catastrophic Talar Bone Loss from High Velocity Trauma Treated with Structural Tricorticate Fibula Autograft, Compression Frame and Midfoot Distraction Arthroplasty

Osteonecrosis is caused by the interruption of subchondral blood supply and can affect various bones in the human body. This case study details the treatment of a 37-year-old male with comminuted foot fractures, post-traumatic osteonecrosis, and previous surgeries who regained full weight-bearing ability and returned to work duties through a variety of techniques. Following the diagnosis of the disease through MRI scans, a surgical plan was devised for the patient: Pan-Talar Fusion Anterior Plate Reflect Anterior Flap Fibula Structural Autograft, lateral approach Complex frame compress ankle and distract mid-foot Distraction arthroplasty of midfoot The patient successfully achieved full weight-bearing and returned to work 11 months post-surgery. X-rays confirmed progressive bone healing and no hardware complications. This case demonstrates a successful treatment approach for complex hindfoot fractures, enabling full weight-bearing and return to work. Further research is needed to explore long-term outcomes and potential improvements in the surgical technique.

Dynamic identification methods and artificial intelligence algorithms for damage detection of masonry infills

The failure of non-structural components after an earthquake is among the most expensive earthquake-incurred damage, and may also have life-threatening consequences, especially in public buildings with very crowded facilities, because exposition is high and the risk increases accordingly. The assessment of existing non-structural components is particularly complex because in-depth in situ investigation is necessary to detect the presence of deficiencies or damage. This problem concerns interior and exterior partitions made of various materials (e.g., glass and masonry), as well as equipment and facilities in construction (building, industry, and infrastructure). Defining the boundary conditions of these components is of paramount importance. Indeed, external restraints (i) affect dynamic properties and, thus, the action experienced during an earthquake, and (ii) influence the capacity to detach the component before failure from the bearing structure (e.g., an infill wall connected to the main structural frame, or equipment connected to secondary structural members such as floors). The authors, therefore, conducted environmental vibration tests of an infill wall and refined a finite element model to simulate typical damage scenarios to be implemented on the wall. Selected damage scenarios were then artificially realized on the existing infill and further ambient vibration tests were performed to measure the accelerations for each of them. Finally, the authors used these accelerations to detect the damage by means of established OMA, as well as innovative machine learning techniques. The results showed that convolutional variational autoencoders (CVAE), coupled with a one-class support vector machine (OC-SVM), identified the anomaly even when the OMA exhibited limited effectiveness. Moreover, the machine learning procedure minimizes human interaction during the damage detection process.

Silicon flow stop frame for encapsulation of CMOS microsensor chips by wet anisotropic etching in KOH

Bulk micromachining in silicon is governed by the etching process where anisotropic (wet) etching in KOH can yield complex structures beyond that achievable with isotropic (dry) etching techniques. One example is the miniaturised frame reported herein with an area of 2.9 to 7.5 mm2, walls that are 1/10 mm thick, a height of 525 μm equipped with sloping walls that takes advantage of the 54.7° angle of the (111) planes to the horizontal (100) top surface of the wafer. Convex corners liable to damage are protected by sacrificial bridge structures which are etched thin to a point where the frame can be easily removed from the bulk substrate material. Frames made from isotropic (dry) etching processes have been made for comparison. Although the frame structure has different applications in microfabrication, the intended use is a flow stop barrier preventing liquid resins from entering the active area of a CMOS chemical sensor chip during encapsulation for use in aqueous or gaseous media. Beyond this specific proof-of-concept, the strategy is expected to be of general interest for all who treasures KOH etching and wants to explore new avenues based on this process.

Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity

ABSTRACT Recently, experimental studies on failure conditions of buildings equipped with curved surface sliding isolators have shown that when no displacement restraining elements are employed and the concave plates feature a flat rim, the inner slider can run on the edge of the sliding surfaces producing lateral displacement larger than the nominal isolator capacity. The over-stroke displacement capacity reduces the probability of seismic collapse of code-conforming base-isolated buildings for earthquake stronger than the design one. In order to quantify the benefit of the over-stroke displacement capacity of double concave curved surface slider (DCCSS) bearings on the seismic fragility of base isolated buildings, four case studies of six-storey reinforced concrete framed structures, consisting of new constructions and retrofit of existing structures located in high and medium hazard seismic sites, have been investigated in this paper. In all cases, two configurations of the isolation system have been considered, with end-stop displacement or with over-stroke displacement capacity. The seismic performance of the buildings has been investigated by multi-stripe nonlinear time-history analysis. The results of the nonlinear dynamic analysis at the collapse limit state have been compared with nonlinear static analysis in terms of maximum displacement and corresponding base shear. Fragility curves highlight a higher safety margin against collapse for seismic intensities beyond the design limit state of the isolation system with over-stroke capacity.

Англоязычный лингвокультурный сценарий “Marketing”: структурно-семантические особенности языковых единиц

The aim of the study is to identify the structural and semantic features of the linguistic units that are the means of linguistic representation of the English-language linguocultural scenario “Marketing”. The paper sheds light on the notion of a “linguocultural scenario”, describes the frame structure of the scenario by highlighting the supporting concepts and sub-concepts. The scientific novelty of the study consists in considering the English-language linguocultural scenario “Marketing”, which has not previously become the object of research, as a cognitive scheme of a speech situation using an integrated cognitive and cultural approach to linguistic material. As a result of the study, the predominance of structurally separable nominal linguistic units was determined, they are represented by non-prepositional constructions, two-component phrases with a deverbal substantive as a core element, means of compressive word formation and two-word verb phrases. Affixal agentive nouns, compound nouns denoting types of goods and basic terms of the marketing sphere, emotionally charged adjectives used in describing the qualities of goods and services, verbs of the business sphere and “highly specialized verbs” of the marketing domain predominate among structurally inseparable linguistic units.

An inelastic beam-like model for nonlinear dynamic analyses of multi-storey buildings

This paper presents an equivalent non-uniform inelastic beam-like model for the evaluation of the nonlinear behaviour of multi-storey buildings subjected to earthquake loadings. The proposed beam can be used to model buildings with non-uniform mass and stiffness distribution. The model is characterised by a number of degrees of freedom corresponding to the number of floors of the building and is conceived to predict its nonlinear dynamic response after a proper calibration based on the results of pushover analyses performed on a nonlinear FEM model. In spite of its simplicity, the proposed equivalent model provides, with a very low computational effort, an accurate representation of the nonlinear dynamic behaviour of the building comparable to that obtained through the more demanding nonlinear 3D FEM models. The effectiveness of the proposed simplified modelling approach is here validated by means of nonlinear dynamic analyses firstly performed on a benchmark known in the literature as SAC9 building, modelled as a plane steel frame structure and secondly on a three-dimensional reinforced concrete structure, designed according to old standard structural design rules. The very good agreement with the results obtained through accurate 3D FEM frame modelling, for different earthquake loadings, on the considered benchmarks provides a first validation of the proposed inelastic equivalent beam-like model and suggests its potential use for the seismic assessment of building structures. The low computational cost related to the beam-like model could be particularly advantageous for all the seismic vulnerability approaches requiring several nonlinear dynamic analyses, as those related to large scale applications, or those expressed in terms of probability of failure generally expressed in terms of fragility curves.