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Статті в журналах з теми "Various Loads"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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1

Holbein, M. A., and M. S. Redfern. "Postural Stability While Walking and Carrying Loads in Various Postures." Proceedings of the Human Factors and Ergonomics Society Annual Meeting 38, no. 10 (1994): 564–67. http://dx.doi.org/10.1177/154193129403801005.

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Falls, over-exertion injuries and other potential consequences of balance losses continue to be serious ergonomic concerns. Stability issues are important in the prevention of these injuries, especially when the task is complicated by handling loads. However, stability analyses are not typical components of ergonomic job analyses. This study demonstrated that stability assessments can be effective in recommending load-carrying strategies. In particular, the effects of load positioning and magnitude on stability were investigated. Unladen walking was also tested for comparison. Several stabilit

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2

Holbein, Mary Ann, and Mark S. Redfern. "Postural Stability While Holding Loads in Various Postures." Proceedings of the Human Factors and Ergonomics Society Annual Meeting 37, no. 10 (1993): 697–700. http://dx.doi.org/10.1177/154193129303701011.

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Stability while handling loads is an important issue in the prevention of injuries. This study investigated the effects of load positioning on recovery from an unexpected balance disturbance while standing upright holding loads. Fifteen subjects were tested while holding a box in one of five postures. An empty box and a 25 lb box were tested. Subjects stood on a posture platform while perturbations of the supporting surface were induced. Postural sway was recorded via center of pressure displacements calculated from three dimensional foot forces. It was found that laden standing with the heavi

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3

Soomro, Z., S. Khoso, T. Ali, S. A. Abbasi, A. A. Ansari, and M. T. Naqash. "Realistic Determination of Live Loads on Various Reinforced Concrete Structures." Engineering, Technology & Applied Science Research 12, no. 3 (2022): 8506–11. http://dx.doi.org/10.48084/etasr.4783.

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This paper presents various case studies of examined and calculated live loads on reinforced concrete structures. These case studies accumulated information and data of existing structures about their design live loads and acquired detailed drawings showing the reinforcement in their floor slab sections. The actual occupancy loads that act on the floor slabs were assessed, and the ultimate loads that an individual slab section should be able to support were calculated using the methods recommended by ACI, CP-114, CP-110, and the yield line theory. A reinforced concrete slab panel was also test

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4

Ren, W. J., L. Wang, Q. H. Mao, S. B. Jiang, and S. Huang. "Coupling Properties of Chain Drive System under Various and Eccentric Loads." International Journal of Simulation Modelling 19, no. 4 (2020): 643–54. http://dx.doi.org/10.2507/ijsimm19-4-535.

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The chain drive system is a core subsystem of heavy scraper conveyors. During operation, violent oscillations of fluctuating loads on the chain and uneven loads at the two chain sides are observed, thus intensifying chain wear and even causing chain breakage. The dynamic properties of a chain drive system under various load and eccentric load were discussed thoroughly by combining dynamic and discrete element coupling analyses to improve the reliability of the scraper conveyor. Based on the discrete element method and multibody dynamic theory, a coupling analysis model of a scraper conveyor wa

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5

Janbandhu, Akshita, Piyush Singh, K. R. Dabhekar, I. Khedikar, and Janmejay V. Shukla. "Effect of Various Concentric Bracing in Building." IOP Conference Series: Earth and Environmental Science 1193, no. 1 (2023): 012014. http://dx.doi.org/10.1088/1755-1315/1193/1/012014.

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Abstract While constructing a building the most important factor to be considered is its strength. Strength against different types of load that will be act on the structure after absolute construction. The most important type of load to be considered while construction is lateral load, cause not every structure can sustain lateral loads, especially high-rise structures build on earthquake prone areas. In order to resist lateral loads on such areas either the structure should have columns of higher section or we need to add shear wall or bracing to the structure. Bracing and shear wall provide

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6

Suchomel, Timothy J., Christopher B. Taber, and Glenn A. Wright. "Jump Shrug Height and Landing Forces Across Various Loads." International Journal of Sports Physiology and Performance 11, no. 1 (2016): 61–65. http://dx.doi.org/10.1123/ijspp.2015-0028.

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The purpose of this study was to examine the effect that load has on the mechanics of the jump shrug. Fifteen track and field and club/intramural athletes (age 21.7 ± 1.3 y, height 180.9 ± 6.6 cm, body mass 84.7 ± 13.2 kg, 1-repetition-maximum (1RM) hang power clean 109.1 ± 17.2 kg) performed repetitions of the jump shrug at 30%, 45%, 65%, and 80% of their 1RM hang power clean. Jump height, peak landing force, and potential energy of the system at jump-shrug apex were compared between loads using a series of 1-way repeated-measures ANOVAs. Statistical differences in jump height (P < .001),

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7

Lee, Sang Min, Young Hwan Choi, Hae Dong Chung, Yoon Suk Chang, and Young Jin Kim. "Plastic Limit Analysis of an Elbow with Various Wall-Thinning Geometries." Key Engineering Materials 385-387 (July 2008): 833–36. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.833.

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A piping system including straight pipes, elbows and tee branches in a nuclear power plant is mostly subjected to severe loading conditions with high temperature and pressure. In particular, the wall-thinning of an elbow due to flow accelerated corrosion is one of safety issues in the nuclear industry. In this respect, it is necessary to investigate the limit loads of an elbow with a wall-thinned part for evaluating integrity. In this paper, three dimensional plastic limit analyses are performed to obtain limit loads of an elbow with different bend angles as well as defect geometries under int

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8

Sun, Wen, Qi Zhang, Ou Zhang, Ruyu Zhang, Junru Lin, and Heng Chen. "Energy Consumption Analysis and Optimization of Substation Building in Cold Regions Considering Various Influence Factors." Energies 18, no. 8 (2025): 1948. https://doi.org/10.3390/en18081948.

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Building-energy consumption constitutes a pivotal component of global energy systems, with the heating and cooling loads during the operational phase being particularly significant. Substation building, as nodes in the transmission and transformation network, deserve attention for their building-operating loads. This study investigates heating and cooling loads during substation operation in severe cold climates. By integrating energy consumption simulations with one-factor-at-a-time and orthogonal multivariate analyses, optimization strategies under key influencing factors are systematically

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9

Sezer, İsmet. "Experimental Investigation of Diesel Engine Characteristics under Various Loads." International Journal of Advanced Natural Sciences and Engineering Researches 7, no. 6 (2023): 145–50. http://dx.doi.org/10.59287/ijanser.1148.

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Internal combustion engines (ICEs) are widely used in the road, sea, air and railway vehicles and stationary such as generators, pumps elevators or agricultural and construction machinery. The features expected from the ICEs differ according to the usage areas. For example; a vehicle engine should operate at a certain lower and upper engine speeds according to the engine load in constant gas condition and the features of the engine should be known in this range. On the other hand, a power plant engine must work at a constant speed under various loads for the electricity produced to be at a des

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10

Sun, Shiyi, Qingjun Huang, Bingyang Luo, et al. "An Energy-Feed Type Split-Capacitor Three-Phase Four-Wire Power Electronic Load Compatible with Various Load Demands." Energies 17, no. 1 (2023): 119. http://dx.doi.org/10.3390/en17010119.

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Energy-feed power electronic loads can precisely control the phase and magnitude of the power supply output current, achieving the emulation of loads. Moreover, they can feed energy back to the grid for energy regeneration, demonstrating significant research value. This article proposes an energy-fed power electronic load topology and control method that can realize the static and dynamic simulation of linear and non-linear loads and take into account the simulation needs of single-phase, three-phase three-wire, and three-phase four-wire loads. The main circuit uses a two-stage back-to-back AC

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11

Yamaji, Shunsuke, Shinichi Demura, and Kei Yamamoto. "Sex Differences of Intermittent Elbow Flexion Power Using Various Loads." Perceptual and Motor Skills 107, no. 2 (2008): 629–42. http://dx.doi.org/10.2466/pms.107.2.629-642.

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This study was designed to clarity a sex difference in muscle power output properties by intermittent elbow flexion using various loads. 10 young males and 10 young females performed intermittent elbow flexion power outputs at 30 times × min.−1 for 1 min. using 30%, 40%, and 50% MVC loads. For both sexes, the decreasing peak power showed a similar trend between trials at all loads, and the reliability of each power parameter was good. The power outputs decreased largely with increasing load mass, and the power output in 50% MVC for males markedly decreased to the same level as that during the

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12

Woldemichael, Dereje Engida, Jia Jiun Lai, and D. Sujan. "Topology Optimization of Beam Structures with Various End and Loading Conditions." Applied Mechanics and Materials 465-466 (December 2013): 22–26. http://dx.doi.org/10.4028/www.scientific.net/amm.465-466.22.

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Topology optimization deals with optimum material (mass) distribution within a design domain to find optimal lay-out of a structure subjected to certain boundary and loading conditions. Topology optimization can be used to address conflicting requirements, such as light weight and high-strength/stiffness design. In this paper, a simulation program to analyze topology optimization of beam structures with seven different end conditions and three types of loads (single point load, two point loads and uniformly distributed load) is developed using MATLAB code adapted from Sigmunds 99 line topology

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13

Fan, Xudong, Aiwen Wang, Pengcheng Jiang, Sijin Wu, and Ying Sun. "Nonlinear Bending of Sandwich Plates with Graphene Nanoplatelets Reinforced Porous Composite Core under Various Loads and Boundary Conditions." Mathematics 10, no. 18 (2022): 3396. http://dx.doi.org/10.3390/math10183396.

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The nonlinear bending of the sandwich plates with graphene nanoplatelets (GPLs) reinforced porous composite (GNRPC) core and two metal skins subjected to different boundary conditions and various loads, such as the concentrated load at the center, linear loads with different slopes passing through the center, linear eccentric loads, uniform loads, and trapezoidal loads, has been presented. The popular four-unknown refined theory accounting for the thickness stretching effects has been employed to model the mechanics of the sandwich plates. The governing equations have been derived from the non

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14

Sutanto, Erwin, Silvi Nurwahyuni, Riky Tri Yunardi, and Guillermo Escrivá-Escrivá. "Filtered Leakage Current Measurement for Various Loads." International Journal of Technology 12, no. 2 (2021): 401. http://dx.doi.org/10.14716/ijtech.v12i2.4302.

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15

Deep Gopal Rathod and Dr. Ajay radke. "A Review paper on seismic response of various slab systems with and without lateral load resisting systems." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 03 (2024): 551–54. http://dx.doi.org/10.47392/irjaeh.2024.0079.

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With the ongoing modern trends of the construction industry, slab systems like flat slab and post tensioned slabs are widely used in the construction. Flat and post tensioned slab are widely favored by architects and clients for aesthetic reasons. They also do possess a huge advantage structurally over conventional slab arrangement such as Less depth of the slab is required , increasing the floor-to-floor height , longer spans are possible , no beam projections , reduced self-weight of the building and many more. But it comes with its own disadvantages as well such as Brittle punching (shear)

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16

Agag, Youssef, Mohamed Abou ElSaad, Mohamed ElMadawy, and Mohamed ElSaman. "Optimum Design of Cable Stayed Bridges Due to a Various of Loads." International Journal of Scientific Engineering and Research 5, no. 9 (2017): 116–25. https://doi.org/10.70729/ijser171905.

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17

Lacasse, Michael A., Nathan Van Den Bossche, Stephanie Van Linden, and Travis V. Moore. "A brief compendium of water entry results derived from laboratory tests of various types of wall assemblies." MATEC Web of Conferences 282 (2019): 02050. http://dx.doi.org/10.1051/matecconf/201928202050.

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There is an increase in the use of hygrothermal models to complete the performance evaluation of walls assemblies, either in respect to design of new assembles or the retrofit of existing wall assemblies. To this end there are guides available in which is provided information on moisture loads to wall assemblies. This includes, for example, Criteria for Moisture-Control Design Analysis in Buildings given in ASHRAE 160, Assessment of moisture transfer by numerical simulation provided in EN 15026, and NRC’s “Guidelines for Design for Durability of the Building Envelope”. The designer of a new as

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18

Samani, Hamid Rahmani, Masoud Mirtaheri, and Mojtaba Rafiee. "The Effects of Various Slippage Loads on the Response Modification Factor of Steel Structures Equipped with Frictional Dampers." International Journal of Structural Stability and Dynamics 15, no. 06 (2015): 1450080. http://dx.doi.org/10.1142/s0219455414500801.

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A common and successful way of structural control is to dissipate the seismic kinetic energy via frictional dampers. Response of a friction damped frame during an earthquake excitation is heavily dependent to the slippage limit of the frictional dampers. Low values of slippage load may lead to excessive deformations while large slippage loads may prevent sliding. Therefore, selecting appropriate values for slippages loads of the dampers is very important in order to have optimum energy dissipating system. Utilizing a response modification factor, the standard seismic design code procedure can

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19

Titarenko, M. I. "The work of rails under conditions of various average static axial loads of rolling stock." Vestnik of the Railway Research Institute 77, no. 3 (2018): 172–76. http://dx.doi.org/10.21780/2223-9731-2018-77-3-172-176.

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The analysis of failure of unhardened and heat-strengthened R65 rails under operating conditions in the tangent sections of the track is presented taking into account the influence of the most important operational factor - the average static axial loads of the rolling stock. Non-reinforced R65 rails in the jointed track on the 12.5 m long wooden sub-rail base were considered based on the results of their single replacement in the entire range of their failures. The work of rails under operating conditions is estimated at average static axial loads of rolling stock as 7.5, 9.5, 16.5 and 19.5 t

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20

Belostotsky, Alexander, Nikita Britikov, and Oleg Goryachevsky. "COMPARISON OF DETERMINATION OF SNOW LOADS FOR ROOFS IN BUILDING CODES OF VARIOUS COUNTRIES." International Journal for Computational Civil and Structural Engineering 17, no. 3 (2021): 39–47. http://dx.doi.org/10.22337/2587-9618-2021-17-3-39-47.

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The article compares the requirements for calculating the snow load on the coatings of buildings and structures in accordance with the regulations of technically developed countries and associations – Russia, the European Union, Canada and the United States. It was revealed that in these norms the general approaches, the subtleties of calculating the coefficients, the set of standard coatings and the schemes of the form coefficient proposed for them differ significantly. This situation reflects the general problem of determining snow loads – at the moment there is no recognized unified scienti

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21

Dalal, Samir. "Effect of Circular, Square and Rectangular Column in Building." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2246–56. http://dx.doi.org/10.22214/ijraset.2021.36649.

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While designing any structural building, the only distress of the designer is the stability of the building and its performance under internal and external forces & Loads. These forces & loads mostly comprise of dead load of the structure, superimposed load, snow load, or some other loads due earthquake, wind etc. Increase in height more force will be generated in taller building. So, for repelling developed forces, high strength members of the structure are required. Column, being the vertical member, is the most important member in a structure as it transfers the whole loads & fo

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22

Xiong, Jiecheng, and Jun Chen. "A Generative Adversarial Network Model for Simulating Various Types of Human-Induced Loads." International Journal of Structural Stability and Dynamics 19, no. 08 (2019): 1950092. http://dx.doi.org/10.1142/s0219455419500925.

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Severe vibrations may occur on slender structures like footbridges and cantilever stands due to human-induced loads such as walking, jumping or bouncing. Currently, to develop a load model for structural design, the main features, such as periodicity and stationarity of experimental load records, are artificially extracted and then mathematically modeled. Different physical features have been included in different load models, i.e. no unified load model exists for different individual activities. The recently emerged generative adversarial networks can be used to model high-dimensional random

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23

ZMUDZKI, J., G. CHLADEK, and J. KASPERSKI. "SINGLE IMPLANT–RETAINED DENTURES: LOADING OF VARIOUS ATTACHMENT TYPES UNDER OBLIQUE OCCLUSAL FORCES." Journal of Mechanics in Medicine and Biology 12, no. 05 (2012): 1250087. http://dx.doi.org/10.1142/s021951941250087x.

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The primary clinical assessments show that single implant–retained dentures (SIDs) are not worse than two implant–retained dentures (TIDs), although the determination of SID biomechanics is still insufficient. The aim of this work was to determine the loading of commonly used denture attachments that occurs while bearing occlusal forces on SIDs. Finite element method analyses, which took into account the possibility of dentures detaching and sliding on the mucous membrane surface, were used. In the contact calculations conducted, an augmented multiplier Lagrangian method with a classical linea

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24

Song, Jung Han, and Hoon Huh. "Influence of Tensile Speeds on the Failure Loads of the DP590 Spot Weld under Various Combined Loading Conditions." Advances in Materials Science and Engineering 2015 (2015): 1–9. http://dx.doi.org/10.1155/2015/297915.

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This paper is concerned with the evaluation of the dynamic failure load of the spot weld under combined axial and shear loading conditions. The testing fixture is designed to impose the combined axial and shear load on the spot weld. Using the proposed testing fixtures and specimens, quasi-static and dynamic failure tests of the spot weld are conducted with seven different combined loading conditions. The failure load and failure behavior of the spot weld are investigated with different loading conditions. Effect of tensile speeds on the failure load of the spot weld, which is critical for str

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25

Singh, Bhim, Gaurav Kumar Kasal, Ambrish Chandra, and Kamal-Al Haddad. "Electronic Load Controller for a Parallel Operated Isolated Asynchronous Generator Feeding Various Loads." Journal of Electromagnetic Analysis and Applications 03, no. 04 (2011): 101–14. http://dx.doi.org/10.4236/jemaa.2011.34017.

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26

Wanna, Soh Bua Chai, Khairul Salleh Basaruddin, Fauziah Mat, Mohd Hanafi Mat Som, and Abdul Razak Sulaiman. "Finite Element Prediction on Fracture Load of Femur with Osteogenesis Imperfecta under Various Loading Conditions." Applied Bionics and Biomechanics 2022 (January 21, 2022): 1–10. http://dx.doi.org/10.1155/2022/8722333.

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Osteogenesis Imperfecta (OI) is an inherited disorder characterized by extreme bone fragility due to collagen defects. It is an incurable disease. Bone fractures can occur frequently without prior notice, especially among children. Early quantitative prediction of fracture loads due to OI tends to alert patients to avoid unnecessary situations or dangerous conditions. This study is aimed at investigating the fracture loads of femur with OI under various types of loading. Ten finite element models of an OI-affected bone were reconstructed from the normal femur with different bowing angles rangi

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27

Hajabdollahi, Hassan, and Zahra Hajabdollahi. "Economic feasibility of trigeneration plants for various prime movers and triple load demands." Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering 231, no. 3 (2015): 371–82. http://dx.doi.org/10.1177/0954408915597832.

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In this paper, after thermal and economic modeling of cogeneration plant, this system is optimized to find the optimal prime mover and their benefit for various cooling, heating, and electrical demand loads. To find the optimal prime mover and their benefit for each triple load, two new nondimensional design parameters including electric cooling ratio and nominal power ratio are defined. It is observed that, for example, for higher electrical and lower heating load demands, the gas engine is more profitable while for higher electrical and heating load demands, diesel engine is more profitable.

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28

Almasri, Amin H., and Hesham H. Alayan. "Numerical Evaluation of Steel Columns Stability under Various Cases of Thermal Loads." Advanced Materials Research 685 (April 2013): 290–94. http://dx.doi.org/10.4028/www.scientific.net/amr.685.290.

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This paper presents the results of a simulation study of fire tests of restrained (fixed-hinged) hot rolled steel column sections subjected to axial compression in addition to constant and variable thermal loads. Finite element computer software is utilized to study steel columns stability under thermal loads using three approaches; non-linear buckling analysis, thermal structural-Load Transfer Method (LTM) analysis, and Direct Coupled Field analysis. The finite element results are in good agreement with experimental results found in literature. The Direct Coupled Field analysis is also used t

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29

SONI, GANESH, RAMESH SINGH, and MIRA MITRA. "BUCKLING BEHAVIOR OF COMPOSITE LAMINATES (WITH AND WITHOUT CUTOUTS) SUBJECTED TO NONUNIFORM IN-PLANE LOADS." International Journal of Structural Stability and Dynamics 13, no. 08 (2013): 1350044. http://dx.doi.org/10.1142/s0219455413500442.

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Critical buckling loads of composite laminates are usually calculated using analytical solutions based on the assumption of uniform in-plane loads, despite of the fact that real structures are often subjected to various nonuniform loads. The present work is focused on the buckling behavior of composite laminates, with and without cutouts, subjected to various nonuniform in-plane loads. The effect of the size of the cutouts, on the buckling behavior, has been studied using finite element method. Furthermore, parametric studies on the effects of plate aspect ratio, location of the cutout and the

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30

Maniquiz, Marla Chua, Soyoung Lee, Kyung-Sok Min, Joon Ha Kim, and Lee-Hyung Kim. "Diffuse pollutant unit loads of various transportation landuses." DESALINATION AND WATER TREATMENT 38 (2012): 308–15. http://dx.doi.org/10.5004/dwt.2012.3584.

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31

Maniquiz, Marla Chua, Soyoung Lee, Kyung-Sok Min, Joon Ha Kim, and Lee-Hyung Kim. "Diffuse pollutant unit loads of various transportation landuses." Desalination and Water Treatment 38, no. 1-3 (2012): 222–29. http://dx.doi.org/10.1080/19443994.2012.664367.

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32

Hwang, Inho, and Jong Seh Lee. "Buckling of orthotropic plates under various inplane loads." KSCE Journal of Civil Engineering 10, no. 5 (2006): 349–56. http://dx.doi.org/10.1007/bf02830088.

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33

Arsava, K. Sarp, and Yeesock Kim. "Modeling of Magnetorheological Dampers under Various Impact Loads." Shock and Vibration 2015 (2015): 1–20. http://dx.doi.org/10.1155/2015/905186.

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Magnetorheological (MR) damper has received great attention from structural control engineering because it provides the best features of both passive and active control systems. However, many studies on the application of MR dampers to large civil structures have tended to center on the modeling of MR dampers under seismic excitations, while, to date, there has been minimal research regarding the MR damper model under impact loads. Hence, this paper investigates nonlinear models of MR dampers under a variety of impact loads and control signals. Two fuzzy models are proposed for modeling the no

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34

Feng, Feifan, Yunjun Lu, and Weiwei Chen. "Study of the Micro-Vibration Response and Related Vibration Isolation of Complex Traffic Load-Induced Experimental Buildings." Symmetry 16, no. 10 (2024): 1328. http://dx.doi.org/10.3390/sym16101328.

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In view of the high-sensitivity vibration effect of precision instrument laboratory buildings under the influence of surrounding traffic loads, field micro-vibration tests under various working conditions were carried out based on actual projects. Combined with numerical simulation, measured data served as input loads to simulate the vibration effect of various traffic loads on the floor of a building structure, and the structural vibration laws under the comprehensive action of various loads were analyzed. The vibration isolation effect of the isolation ditch on the oblique orthogonal load wa

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35

Dobbin, Nick, Anthony Atherton, and Colin Hill. "Influence of Game Design, Physical Demands, and Skill Involvement on the Subjective Task Load Associated With Various Small-Sided Games Among Elite Junior Rugby League Players." International Journal of Sports Physiology and Performance 16, no. 6 (2021): 802–10. http://dx.doi.org/10.1123/ijspp.2020-0257.

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Purpose: To determine if small-sided games (SSGs) could be designed to target specific task loads using the National Aeronautics and Space Administration task load index as well as reporting the influence of the physical and technical demands. Methods: Using a within-session, repeated-measures design, 26 junior rugby league players completed 5 SSGs focused on physical, technical, temporal, cognitive, and frustration task loads. National Aeronautics and Space Administration task load index responses were evaluated after each game; the physical demands were recorded using microtechnology; and sk

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36

Martínez Vivas, A. I., and T. Kim. "Dynamic Investigations between Two- and Three-bladed Wind Turbines with Various Yaw, Tilt and Cone Angles." Journal of Physics: Conference Series 2265, no. 3 (2022): 032051. http://dx.doi.org/10.1088/1742-6596/2265/3/032051.

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Abstract Tilt and cone are included in wind turbine design to increase tower clearance. Yaw misalignments take place often during turbine operation. The combined effects of these parameters modify the relative wind speed experienced by wind turbine blades, thereby altering the turbine’s dynamics. Consequently, power and loads, key design considerations, are affected. In the absence of exhaustive research available on this topic, this paper provides a quantitative analysis on the impact of tilt, cone and yaw on power and loads. The DTU 10MW Reference Wind Turbine and its two-bladed equivalent a

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37

Shi, H., Q. Wang, F. Wei, and L. Shen. "Load path analysis of a floating concrete gate using finite element method." Structural Engineer 91, no. 6 (2013): 38–41. http://dx.doi.org/10.56330/orja9737.

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Load Path Analysis (LPA) has been used to interpret the load flow inside various types of structures. In this paper, LPA is employed together with the application of the Finite Element Method (FEM) to gain insight into the load flow inside a complex concrete structure under demanding storm loads. First, the floating concrete structure, subjected to various external loads that arise during storms, is modelled using nonlinear FEM. Then the internal forces and reaction forces are extracted from the FEM analysis results. With the assistance of LPA, the load flow from the front side of the structur

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38

Hennig, Ewald M., and Thomas L. Milani. "In-Shoe Pressure Distribution for Running in Various Types of Footwear." Journal of Applied Biomechanics 11, no. 3 (1995): 299–310. http://dx.doi.org/10.1123/jab.11.3.299.

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Discrete pressure sensors were used to examine the influence of shoe construction on the local forces under the foot. Measurements were performed at eight locations under the feet of 22 subjects wearing 19 different models of running shoes. Mechanical properties of shoe soles were assessed with an impacter device. Pressure distribution, ground reaction force, and acceleration data were collected simultaneously during running at 3.3 m/s. Early lateral loading of the rearfoot was followed by increasing medial forefoot loads. In the later phase of pushoff the load was almost entirely carried by t

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39

Zheng, Zhijie, Liang Feng, Xuan Wang, Rui Liu, Xian Wang, and Yi Sun. "Multi-energy load forecasting model based on bi-directional gated recurrent unit multi-task neural network." E3S Web of Conferences 256 (2021): 02032. http://dx.doi.org/10.1051/e3sconf/202125602032.

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The complex coupling, coordination and complementarity of different energy in the integrated energy system puts forward higher requirements for the technology of multi-energy load forecasting. To this end, this paper proposes a novel multi-energy load forecasting model based on bi-directional gated recurrent unit (BiGRU) multi-task neural network. Firstly, through the correlation analysis, an effective multi-energy load input data set is constructed. Secondly, the input data set is utilized to train the BiGRU and master the evolution laws of multi-energy loads. Then, multi-task learning (MTL)

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40

Shinde, Tejashree Kiran. "Planning, Designing and Detailed Estimate of G + 1 Frame Structure." International Journal for Research in Applied Science and Engineering Technology 12, no. 5 (2024): 1616–23. http://dx.doi.org/10.22214/ijraset.2024.61831.

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Abstract: The layout planning is a part of urban development it includes planning of residential houses, commercial complexes, service roads, primary health centres, school & other amenities sewerage system for whole layout (includes treatment, sewer line, storm water drains), water distribution system. This project includes design & estimation of residential building in plot of layout planned. Designing involves identifying the loads which act upon a structure and the forces and stresses which arise within that structure due to those loads, perform analysis to get moments and shear fo

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41

Dr., S. K. Mahobia, and G.R.Kumrey Prof. "EXPERIMENTAL STUDY OF SUSPENDED INSULATORS USING OF ALUMINOUS PORCELAIN." International Journal of Engineering Technologies and Management Research 4, no. 10 (2017): 109–13. https://doi.org/10.5281/zenodo.1051007.

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<strong><em>In this paper, we are studying about insulators which are used in transmission line, distribution line, power station. the best performance of the insulator during various load are achieving , the various load such as 500 Watts, 1000Watts 1500Watts, 2000Watts, 2500 watts during time. The insulator are mounted on the upper surface of pin and attached with power supply</em>.</strong>

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42

Reshetniak, A. О., V. V. Mulik, and D. О. Okun. "Influence of special power loads on the performance of the main muscle groups of young powerlifters of various qualifications." Scientific Journal of National Pedagogical Dragomanov University. Series 15. Scientific and pedagogical problems of physical culture (physical culture and sports), no. 12(158) (December 30, 2022): 113–17. http://dx.doi.org/10.31392/npu-nc.series15.2022.12(158).25.

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The article presents that the data obtained in the course of the study give an idea of the level of development of the strength of the main muscle groups under the influence of special loads of powerlifters of various sports qualifications. Before modern science and practice of sports training in strength sports there are many problems: the rational distribution of power loads, the development of physical qualities, the increase in the functional reserves of the body, and others that are multifaceted and are solved in a complex way using pedagogical, psychological, medical and biological crite

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43

Park, Juwon, and Sung-Kwan Joo. "Techno-Economic Analysis of Non-Wire Alternative (NWA) Portfolios Integrating Energy Storage Systems (ESS) with Photovoltaics (PV) or Demand Response (DR) Resources Across Various Load Profiles." Energies 18, no. 13 (2025): 3568. https://doi.org/10.3390/en18133568.

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The Non-Wire Alternative (NWA) approach has gained attention as a strategy to replace or defer traditional grid infrastructure upgrades by leveraging integrated solutions combining Energy Storage Systems (ESSs) with Distributed Energy Resources (DERs). The overall feasibility and economics of distributed flexibility solutions can be enhanced by leveraging the synergies among various DERs for NWA deployment. This study presents the results of a techno-economic analysis of an NWA portfolio that integrates Photovoltaic (PV) generation and Demand Response (DR) resources with ESSs. Three representa

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44

Cao, Xin Ming, Xian Wu Huang, Zhi Gang Mo, and Hong Yuan Tian. "Introduction of Regional Confined Concrete." Advanced Materials Research 671-674 (March 2013): 697–703. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.697.

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Based on the research of normal confined concrete (NCC), regional confined concrete (RCC) was proposed years ago by authors. With the introduction of regional confinement concept, different mechanical properties, failure mode and energy dispatching property developed in the regional confined concrete elements. Experimental researches have been carried out during the past years on the elements under various loads, including beams under moments, short beams under shears, short columns under axial loads, middle long columns under eccentric loads, middle long columns under axial loads and columns

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45

Kim, Han-Il, Chang-Hoon Sim, Jae-Sang Park, Keejoo Lee, Joon-Tae Yoo, and Young-Ha Yoon. "Numerical Derivation of Buckling Knockdown Factors for Isogrid-Stiffened Cylinders with Various Shell Thickness Ratios." International Journal of Aerospace Engineering 2020 (May 11, 2020): 1–14. http://dx.doi.org/10.1155/2020/9851984.

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This study is aimed at providing a numerical derivation of the shell knockdown factors of isogrid-stiffened cylinders under axial compressive loads. The present work uses two different analysis models such as the detailed model with modeling of numerous stiffeners and the equivalent model without modeling of stiffeners for isogrid-stiffened cylinders. The single perturbation load approach is used to represent the geometrically initial imperfection of the cylinder. Postbuckling analyses using the displacement control method are conducted to calculate the global buckling loads of a cylinder. The

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46

Kong, Y. S., M. Z. Omar, L. B. Chua, and S. Abdullah. "Explicit Nonlinear Finite Element Geometric Analysis of Parabolic Leaf Springs under Various Loads." Scientific World Journal 2013 (2013): 1–11. http://dx.doi.org/10.1155/2013/261926.

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This study describes the effects of bounce, brake, and roll behavior of a bus toward its leaf spring suspension systems. Parabolic leaf springs are designed based on vertical deflection and stress; however, loads are practically derived from various modes especially under harsh road drives or emergency braking. Parabolic leaf springs must sustain these loads without failing to ensure bus and passenger safety. In this study, the explicit nonlinear dynamic finite element (FE) method is implemented because of the complexity of experimental testing A series of load cases; namely, vertical push, wi

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47

Sundara Rao, R., K. Hemachandra Reddy, and Ch R. Vikram Kumar. "Failure Analysis of Engine Valves and its Performance Evaluation under Various Titanium Based Composite Coatings Using FE Analysis." Applied Mechanics and Materials 903 (April 2021): 79–89. http://dx.doi.org/10.4028/www.scientific.net/amm.903.79.

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In an internal combustion engine poppet valve is the crucial component which often opens and closes, thereby regulating gas flow in an engine cylinder. During engine operation, the valve is exposed to high temperature gases (thermal load) along with spring and cam loads (mechanical load). Due to high temperatures and fatigue loads, the valves are subjected to metallurgical changes and leads to failure. In order to resist these extreme conditions of high temperature and mechanical loads, the engine valve should possess special properties such as high surface hardness, a good amount of thermal c

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48

Harfensteller, Felix, Stefan Henning, Lena Zentner, and Stephan Husung. "Modeling of corner-filleted flexure hinges under various loads." Mechanism and Machine Theory 175 (September 2022): 104937. http://dx.doi.org/10.1016/j.mechmachtheory.2022.104937.

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49

Morte, M. "Various Loads in a Microgrid with Hydrogen Energy Storage." ECS Transactions 70, no. 1 (2015): 197–203. http://dx.doi.org/10.1149/07001.0197ecst.

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50

Lenhart, Rachel, Darryl Thelen, and Bryan Heiderscheit. "Hip Muscle Loads During Running at Various Step Rates." Journal of Orthopaedic & Sports Physical Therapy 44, no. 10 (2014): 766—A4. http://dx.doi.org/10.2519/jospt.2014.5575.

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