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Relevant bibliographies by topics / ECCENTRICALLY LOAD

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Journal articles

Academic literature on the topic 'ECCENTRICALLY LOAD'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "ECCENTRICALLY LOAD"

1

Zhao, Bao Cheng, and Qiang Gu. "Energy-Dissipation Mechanisms and Seismic Design Recommendation of Eccentrically Braced Steel Frames." Applied Mechanics and Materials 71-78 (July 2011): 3662–65. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.3662.

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Eccentrically braced steel frames are a lateral load-resisting system which apply high intensity area and it can provide the high elastic stiffness that met higher steel building drift requirement. This paper first provides an introduction of Forces in links and Energy dissipation mechanisms of eccentrically braced steel frames. In that Eccentrically braced steel frames will collapse after the link beams go into plastic deformation under earthquake load, A new analytical model which include shell element apply to link beams with large deformation and plastic deformation and beams element apply

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2

Han, Bing, and Yuan Feng Wang. "Long Term Load-Carrying Capacity of Eccentrically Compressed Concrete Filled Steel Tubular Members." Key Engineering Materials 302-303 (January 2006): 651–57. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.651.

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Based on the creep model of CFST members constructed with the Elastic Continuation and Plastic Flow theory of concrete creep and the creep theory of concrete under multi-axial stresses, the paper studies the load-carrying capacity of eccentrically compressed CFST members with consideration of creep. Some eccentrically compressed CFST members’ long-term loadbearing capacity is calculated and corresponding results are compared with the load-carrying capacity without consideration of creep. According to the analysis of calculating results, it can be concluded that creep will decrease the load car

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3

Wu, Jieqiong, Jian Zhang, Bo Diao, Shaohong Cheng, and Yinghua Ye. "Hysteretic Behavior of Eccentrically Loaded Reinforced Air-Entrained Concrete Columns under Combined Effects of Freeze-Thaw Cycles and Seawater Corrosion." Advances in Civil Engineering 2018 (July 19, 2018): 1–10. http://dx.doi.org/10.1155/2018/3931791.

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Besides service loads, reinforced concrete structures in cold coastal seismic regions are subjected to multiple attacks of freeze-thaw cycles and seawater corrosion as well as the earthquake struck. An experimental study was conducted to investigate the seismic response of eccentrically loaded reinforced air-entrained concrete columns under alternative actions of freeze-thaw cycles and chloride corrosion. Results show that, after 300 times of freeze-thaw cycles alternated with 100 times of seawater immersion, the hysteretic behavior of the eccentrically loaded columns manifested an apparent as

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4

Pham, Quang N., Satoru Ohtsuka, Koichi Isobe, and Yutaka Fukumoto. "Limit load space of rigid footing under eccentrically inclined load." Soils and Foundations 60, no. 4 (2020): 811–24. http://dx.doi.org/10.1016/j.sandf.2020.05.004.

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5

Arda, Mustafa, and Metin Aydogdu. "Buckling of Eccentrically Loaded Carbon Nanotubes." Solid State Phenomena 267 (October 2017): 151–56. http://dx.doi.org/10.4028/www.scientific.net/ssp.267.151.

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In the present study, buckling of eccentrically loaded nanobeams in which the load is not applied at the centroid of cross section, has been studied. Eringen’s Nonlocal Elasticity Theory has been used in the formulation of governing equation of motion of the nanobeam. Simply supported and free boundary conditions for nanobeam have been taken consideration. The effect of nonlocal parameter, eccentricity of the load, nanobeam length on the buckling deflection and critical buckling load on nanobeam have been investigated. Present results can be useful in the design of nano-structures.

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6

Mohamed, A. E. "Design Approach for Eccentrically Loaded Reinforced Concrete Sections." IOP Conference Series: Earth and Environmental Science 1056, no. 1 (2022): 012017. http://dx.doi.org/10.1088/1755-1315/1056/1/012017.

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Abstract The behavior of eccentrically loaded reinforced concrete sections depends on both the eccentricity and load value. The type of failure can be determined according to the eccentricity-thickness ratio and the applied load value. Interaction diagrams can be used for designing eccentrically loaded section, but the section dimensions are required to use these diagrams. According to the section dimensions and the load value, the type of failure and the required reinforcement can be determined from the interaction diagrams. Most design codes controls the design process to ensure ductile fail

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7

Tamrazyan, Ashot, and Levon Avetisyan. "Estimation of Load Bearing Capacity of Eccentrically Compressed Reinforced Concrete Elements under Dynamic Loading in Fire Conditions." Applied Mechanics and Materials 638-640 (September 2014): 62–65. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.62.

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Research of influence of fire impacts on the dynamic strength of eccentrically compressed concrete elements requires a deeper consideration. The purpose of this article is the study of dynamic strength of eccentrically compressed concrete elements in fire conditions under rapidly increasing dynamic loading. It is done the analytical calculation of eccentrically compressed reinforced concrete columns under different thermo powers conditions, there are shown the results of calculations and experimental data. It is shown a graph of dynamic coefficient for concrete depending on the time of dynamic

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8

Hlaváček, M., and D. Vokoun. "The influence of articular surface incongruity on lubrication and contact pressure distribution of loaded synovial joints." Proceedings of the Institution of Mechanical Engineers, Part H: Journal of Engineering in Medicine 212, no. 1 (1998): 11–22. http://dx.doi.org/10.1243/0954411981533782.

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In the model intended for short-term loading (such as during the walking cycle) of a human synovial joint in the lower extremities, cartilage lubricated by Newtonian synovial fluid is considered to be incompressible elastic and subchondral bone is considered to be rigid. The model is non-diffusional, i.e. no interstitial fluid flow occurs across the articular surfaces. A simple plane strain case of the human ankle joint is considered. For high steady loading applied in the centre of the stationary tibial arc and for steady sliding of the talar arc, this model shows that individual physiologica

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9

Nivethitha, A. P., G. Vani, and P. Jayabalan. "Numerical Analysis of Eccentrically Loaded Cold-Formed Plain Channel Columns." Journal of Structures 2014 (June 24, 2014): 1–10. http://dx.doi.org/10.1155/2014/908415.

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Finite element analysis of pinned cold-formed plain channel columns of different width-to-thickness ratios is presented in this paper. The study is focused not only on axially loaded columns, but also on eccentrically loaded columns. The general purpose finite element software ABAQUS 6.12 was used, and the force controlled loading was adopted. Geometric and material nonlinearities were incorporated in the finite element model. The ultimate loads are compared with the direct strength method (DSM) for axially loaded columns. Also, a parametric study is done by varying the length of the column an

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10

Šćepanović, B., M. Knežević, and D. Lučić. "Methods for determination of ultimate load of eccentrically patch loaded steel I-girders." Informes de la Construcción 66, Extra-1 (2014): m018. http://dx.doi.org/10.3989/ic.13.076.

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