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Relevant bibliographies by topics / Statical moment

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Journal articles

Academic literature on the topic 'Statical moment'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Statical moment"

1

Atkočiūnas, Juozas. "KUHN-TUCKER CONDITIONS IN SHAKEDOWN PROBLEMS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 2, no. 5 (1996): 14–28. http://dx.doi.org/10.3846/13921525.1996.10531545.

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An elastic perfectly plastic structure at shakedown to given cyclić loading is under consideration. The stress-strain field of dissipative system in general is related to the history of loading. And only in a particular case, i.e. at the moment prior to the failure of an elastic perfectly plastic structure the distribution of the actual residual forces is unique for each prescribed history of loading (the safety factor of shakedown approaches unity). Nevertheless, there exist some domains where the plastic strains are equal to zero. The residual forces in the statically indeterminate parts of

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2

Mortensen, Knud. "Kinematically and statically plausible calculations for sheet walls." Canadian Geotechnical Journal 32, no. 3 (1995): 408–19. http://dx.doi.org/10.1139/t95-045.

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The state of failure for an anchored sheet wall has been considered. Statical plausibility is achieved by demanding that it must not be possible to indicate an unstable logarithmic spiral starting from a point on the wall passing to another point on the wall or on the surface. Kinematical plausibility is achieved by assuming that the unit earth pressure attains the maximum statically plausible value where the wall moves towards the soil and the minimum statically plausible value where it moves away from the soil. For practical design, a spread sheet program has been developed taking the follow

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3

Mozgovaya, Maria N., Sergey N. Bychkov, and Konstantin A. Kostylev. "THE DEPLOYING BUOYDING SYSTEM DESIGN IN A STATIONARY FLOW AS A PART OF A MEDIUM-FREQUENCY HYDRO-ACOUSTIC COMPLEX AND ITS CHARACTERISTICS RESEARCH." Russian Journal of Water Transport, no. 64 (August 29, 2020): 79–88. http://dx.doi.org/10.37890/jwt.vi64.99.

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The present study provides a designing the floating buoy system. The floating buoy is designed to determine the mid-frequency hydroacoustic set location, located in the underwater position, using sonar communication signals. The approach considers the stability at large angles of inclination analysis. For this reason, the main stability criteria is recovery moment. As a result, the following diagrams are plotted – statical stability curve and dynamical stability curve to estimate the research. Moreover, the study includes defining spatial configuration at steady flow. It is also important to m

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4

Potapov, Alexander. "THE ELASTOPLASTIC CALCULATION OF FRAMES USING THE DISPLACEMENT METHOD." International Journal for Computational Civil and Structural Engineering 15, no. 3 (2019): 120–30. http://dx.doi.org/10.22337/2587-9618-2019-15-3-120-130.

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We proposed a method for calculating statical indeterminacy frames taking into account plastic deformations, which is based on the use of a schematized diagram of material with hardening. Two types of standard beams with supports are used during the implementation of the displacement method (DM) and the elastic solution of the problem: “fixed” - “pinned” and “fixed” - “fixed”, but unlike the elastic solution, standard beams contain plastic zones (PZs). So as the stresses in these zones did not exceed the limit of yielding in the nonlinear frame calculation, we took measures to transform the

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5

Wujun, Chen, Fu Gongyi, Gong Jinghai, He Yanli, and Dong Shilin. "A New Design Conception for Large Span Deployable Flat Grid Structures." International Journal of Space Structures 17, no. 4 (2002): 293–99. http://dx.doi.org/10.1260/026635102321049556.

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The deployable flat grids, consisting of only hinged pantographic units, usually have low structural stiffness, and the bending moment constitutes a great part of internal forces. This results in structural inefficiency, especially for large span grids. Diagonals (web struts) and lower chords are added herein to enhance the structural stiffness. The newly added web struts must be compatible with the deployable geometry. Cables or foldable bars can be used as lower chords. The statical determinacy characteristics are analysed for the newly proposed grid system. On the basis of this concept, sev

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6

Liu, Shi Mei, and Dong Sheng Huang. "Effection of Relevant Parameters of Infilled Frame Wall on its Structural Lateral Stiffness." Advanced Materials Research 255-260 (May 2011): 1979–83. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1979.

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Statical analysis of infilled frame structure was conducted on 3D finite element models by means of software ANSYS10.0. Analyses on relevant parameters of infilled frame walls with or without openings have been carried out seperately, and it is found that the relevant stiffness of the model gradually increases with the ratio of the wall’s width to its height. However, the effection of the width to height ratio of the wall on its structural lateral stiffness becomes much smaller when the value of the width to height ratio is larger than 1.5. The effection can be basically ignored when the width

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7

Indah, Nur, and Kasman Kasman. "IMPLEMENTASI MEDIA PEMBELAJARAN BERBASIS ANDROID TERHADAP HASIL BELAJAR BAHASA INDONESIA." Akademika 10, no. 01 (2021): 1–12. http://dx.doi.org/10.34005/akademika.v10i01.1311.

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Tujuan penelitian ini adalah untuk mengetahui pengaruh implementasi media pembelajaran berbasis android terhadap hasil belajar Bahasa Indonesia siswa di SMA Muhammadiyah Unismuh Makassar. Metode yang digunakan dalam penelitian ini adalah metode penelitian deskriptif kuantitatif. Populasi pada penelitian ini adalah seluruh siswa di SMA Muhammadiyah Unismuh Makassar sebanyak 388 siswa. Sampel pada penelitian ini sejumlah 49 siswa. Instrumen pengumpulan data yang digunakan pada penelitian ini yaitu kuesioner (angket) dan tes. Teknik analisis data yang digunakan dalam penelitian ini adalah analisi

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8

Shim, Jae Kun, Brendan S. Lay, Vladimir M. Zatsiorsky, and Mark L. Latash. "Age-related changes in finger coordination in static prehension tasks." Journal of Applied Physiology 97, no. 1 (2004): 213–24. http://dx.doi.org/10.1152/japplphysiol.00045.2004.

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We studied age-related changes in the performance of maximal and accurate submaximal force and moment production tasks. Elderly and young subjects pressed on six dimensional force sensors affixed to a handle with a T-shaped attachment. The weight of the whole system was counterbalanced with another load. During tasks that required the production of maximal force or maximal moment by all of the digits, young subjects were stronger than elderly. A greater age-related deficit was seen in the maximal moment production tests. During maximal force production tests, elderly subjects showed larger rel

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9

Zhang, Heng Wen, Yue Shen, and Sen Wei Zhang. "To Solve the Load of Beam by Shearing Force Diagram and Bending Moment Diagram - Reverse Thinking in Strength of Materials." Applied Mechanics and Materials 488-489 (January 2014): 546–49. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.546.

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The paper has a discussion of forward problem and inverse problem for beams in strength of materials. Known load case of a beam can certainly determine its shearing force diagram and bending moment diagram, but conversely, there may be a variety of statically determinate or statically indeterminate constraint conditions. Furthermore, the solution from statically indeterminate constraint conditions doesnt agree with the given shearing force diagram and bending moment diagram in a general way.

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10

Hai, Tran Thanh. "Static repair of multiple cracked beam using piezoelectric patches." Vietnam Journal of Mechanics 43, no. 2 (2021): 197–207. http://dx.doi.org/10.15625/0866-7136/15976.

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This paper addresses the problem of repairing multiple cracked beams subjected to static load using piezoelectric patches. First, the problem is formulated and solved analytically for the case of two cracks that results in ratio of restoring moments produced by employed piezoelectric patches. Since the ratio is dependent only on crack positions but not their depth, the result obtained for case of two cracks has been extended for the case of multiple cracks. This proposition is then validated by finite element simulation where repairing piezoelectric patches are replaced by mechanical moment lo

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