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Journal articles on the topic 'Statical moment'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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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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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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11

Chen, W. F., and E. M. Lui. "Static flange moment connections." Journal of Constructional Steel Research 10 (January 1988): 39–88. http://dx.doi.org/10.1016/0143-974x(88)90027-2.

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12

Chen, W. F., and E. M. Lui. "Static web moment connections." Journal of Constructional Steel Research 10 (January 1988): 89–131. http://dx.doi.org/10.1016/0143-974x(88)90028-4.

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13

Shim, Jae Kun, Mark L. Latash, and Vladimir M. Zatsiorsky. "Prehension Synergies: Trial-to-Trial Variability and Principle of Superposition During Static Prehension in Three Dimensions." Journal of Neurophysiology 93, no. 6 (2005): 3649–58. http://dx.doi.org/10.1152/jn.01262.2004.

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We performed three-dimensional analysis of the conjoint changes of digit forces during prehension (prehension synergies) and tested applicability of the principle of superposition to three-dimensional tasks. Subjects performed 25 trials at statically holding a handle instrumented with six-component force/moment sensors under seven external torque conditions; –0.70, –0.47, –0.23, 0.00, 0.23, 0.47, and 0.70 Nm about a horizontal axis in the plane passing through the centers of all five digit force sensors (the grasp plane). The total weight of the system was always 10.24 N. The trial-to-trial va

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14

Poidevin, Robin Le. "Time and the Static Image." Philosophy 72, no. 280 (1997): 175–88. http://dx.doi.org/10.1017/s0031819100056837.

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Photographs, paintings, rigid sculptures: all these provide examples of static images. It is true that they change—photographs fade, paintings darken and sculptures crumble—but what change they undergo (unless very damaging) is irrelevant to their representational content. A static image is one that represents by virtue of properties which remain largely unchanged throughout its existence. Because of this defining feature, according to a long tradition in aesthetics, a static image can only represent an instantaneous moment, or to be more exact the state of affairs obtaining at that moment'. I

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15

VandenBerg, Curtis D., Nicole M. Mueske, Oussama Abousamra, et al. "INFLUENCE OF LOWER EXTREMITY STATIC ALIGNMENT ON DYNAMIC KNEE VALGUS IN ADOLESCENTS FOLLOWING ACL RECONSTRUCTION." Orthopaedic Journal of Sports Medicine 8, no. 4_suppl3 (2020): 2325967120S0014. http://dx.doi.org/10.1177/2325967120s00144.

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Background: Dynamic limb valgus, particularly high knee abduction moments, are a known risk factor for anterior cruciate ligament (ACL) injury. High knee abduction moments may result from poor static anatomic limb alignment, faulty biomechanics, or a combination of both. The distinction is important because anatomic limb alignment is difficult to change, while dynamic factors can be addressed through neuromuscular or biomechanical training. Hypothesis/Purpose: This study assessed the influence of static (lower extremity anatomic alignment) and dynamic (kinematic and kinetic) factors on externa

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16

Gachechiladze, R. "Unilateral Contact of Elastic Bodies (Moment Theory)." gmj 8, no. 4 (2001): 753–66. http://dx.doi.org/10.1515/gmj.2001.753.

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Abstract Boundary contact problems of statics of the moment (couple-stress) theory of elasticity are studied in the case of a unilateral contact of two elastic anisotropic nonhomogeneous media. A problem, in which during deformation the contact zone lies within the boundaries of some domain, and a problem, in which the contact zone can extend, are given a separate treatment. Concrete problems suitable for numerical realizations are considered.

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17

Amato, A., R. Feyerherm, F. N. Gygax, A. Schenck, J. Flouquet, and P. Lejay. "Ultrasmall-moment static magnetism inCeRu2Si2." Physical Review B 50, no. 1 (1994): 619–22. http://dx.doi.org/10.1103/physrevb.50.619.

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18

Han, Yawei, Shuai Guo, Leigang Zhang, Fengfeng (Jeff) Xi, and Weiwei Lu. "Tip-Over Stability Analysis of a Pelvic Support Walking Robot." Journal of Healthcare Engineering 2020 (February 7, 2020): 1–9. http://dx.doi.org/10.1155/2020/1506250.

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Discussed in this paper is the tip-over stability analysis of a pelvic support walking robot. To improve the activities of daily living (ADL) in hemiplegic patients, a pelvic support walking robot is proposed to help patients facilitating their rehabilitation. During the gait training with the robot, the abnormal man-machine interaction forces may lead to the tip-over of the robot, which is not beneficial to the rehabilitation process. A new method is proposed to predict the possibility of tipping over and evaluate the stability of the robot based on statics model, dynamics model, and zero-mom

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19

Li, Bin, Yun Hui Deng, and Xin Tian. "Study on the Influence of Different Strut and Beam’s Stiffness on the Horizontal Force of the Tower Crane Supporting Structure." Advanced Materials Research 1025-1026 (September 2014): 1014–19. http://dx.doi.org/10.4028/www.scientific.net/amr.1025-1026.1014.

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Inner climbing tower crane supporting system itself is statically indeterminate structure. This paper would use the force method of structural mechanics to solve this kind of statically indeterminate problem. Through the MATLAB software, it can get the horizontal counterforce of the inner climbing tower crane supporting system diagram which about the cross sectional area of strut and moment of inertia of beam.

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20

Šešok, Dmitrij, and Rimantas Belevičius. "GLOBAL OPTIMIZATION OF GRILLAGES WITH A HYBRID GENETIC ALGORITHM." Engineering Structures and Technologies 1, no. 2 (2009): 80–88. http://dx.doi.org/10.3846/skt.2009.10.

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Aim of the article is to suggest technology for optimization of pile positions in a grillage-type foundations seeking for the minimum possible pile quantity. The objective function to be minimized is the largest reactive force that arises in any pile under the action of statical loading. When piles of the grillage have different characteristics, the alternative form of objective function may be employed: the largest difference between vertical reaction and allowable reaction at any pile. Several different allowable reactions with a given number of such piles may be intended for a grillage. The

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21

Yan, Sun-ting, Xiaoli Shen, and Zhijiang Jin. "Static and dynamic symmetric snap-through of non-uniform shallow arch under a pair of end moments considering critical slowing-down effect." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 233, no. 16 (2019): 5735–62. http://dx.doi.org/10.1177/0954406219855105.

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This paper presents analytical analysis of static and dynamic symmetric snap-through of non-uniform shallow circular shallow arch under a pair of end moments with the same magnitude. The non-uniformity is characterized by dividing the arch into three piecewise constant-stiffness segments. Hamilton's principle is used to derive the governing differential equations by assuming negligible axial inertia. The snap-through load and snap-through criterion are analyzed in detail and by an index plot, the stiffer center case is shown to behave distinctly when stiffer end case is compared. The dynamic s

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Slota, Gregory P., Mark L. Latash, and Vladimir M. Zatsiorsky. "Tangential Finger Forces Use Mechanical Advantage During Static Grasping." Journal of Applied Biomechanics 28, no. 1 (2012): 78–84. http://dx.doi.org/10.1123/jab.28.1.78.

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When grasping and manipulating objects, the central controller utilizes the mechanical advantage of the normal forces of the fingers for torque production. Whether the same is valid for tangential forces is unknown. The main purpose of this study was to determine the patterns of finger tangential forces and the use of mechanical advantage as a control mechanism when dealing with objects of nonuniform finger positioning. A complementary goal was to explore the interaction of mechanical advantage (moment arm) and the role a finger has as a torque agonist/antagonist with respect to external torqu

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23

NANDGAONKAR, AJAY, P. DURGANANDINI, MIHIR ARJUNWADKAR, and D. G. KANHERE. "STATIC AND DYNAMICAL PROPERTIES OF A SINGLE IMPURITY IN A STRONGLY CORRELATED HOST." International Journal of Modern Physics B 13, no. 07 (1999): 807–18. http://dx.doi.org/10.1142/s0217979299000679.

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We study, using numerical exact diagonalisation, some static and dynamical properties of a single impurity substituted into a one-dimensional repulsive Hubbard chain. A systematic scan of the parameter-space reveals a rich magnetic phase diagram. Interactions on the lattice stabilize the local moment phase of the impurity. A scalar impurity is seen to induce local moments on the neighbouring sites near Half Filling. Static spin and charge correlation functions reflect a non-Fermi liquid character of the ground state in the presence of a scalar impurity.

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Full, R., and A. Ahn. "Static forces and moments generated in the insect leg: comparison of a three-dimensional musculo-skeletal computer model with experimental measurements." Journal of Experimental Biology 198, no. 6 (1995): 1285–98. http://dx.doi.org/10.1242/jeb.198.6.1285.

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As a first step towards the integration of information on neural control, biomechanics and isolated muscle function, we constructed a three-dimensional musculo-skeletal model of the hind leg of the death-head cockroach Blaberus discoidalis. We tested the model by measuring the maximum force generated in vivo by the hind leg of the cockroach, the coxa&shy;femur joint angle and the position of this leg during a behavior, wedging, that was likely to require maximum torque or moment production. The product of the maximum force of the leg and its moment arm yielded a measured coxa&shy;femur

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Zhang, Bin Can. "Application of Three-Moment Equation in Rudder Stock's Force Calculation." Applied Mechanics and Materials 347-350 (August 2013): 3435–39. http://dx.doi.org/10.4028/www.scientific.net/amm.347-350.3435.

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The mechanical model of the rudder stock is established. The rudder stock can be simplified into a statically indeterminate beam. The reaction force from the support, torque and bending moment within the length of the rudder stock can be solved using three-moment equation. The stress in the profile of the stock is checked using the fourth strength theory. The calculation is directly carried out based on Ship Specification of Classification and Shipbuilding. Compared with the conventional methods, the results show that three-moment equation is correct and available in check calculation.

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26

Zatsiorsky, Vladimir M., Fan Gao, and Mark L. Latash. "Prehension Stability: Experiments With Expanding and Contracting Handle." Journal of Neurophysiology 95, no. 4 (2006): 2513–29. http://dx.doi.org/10.1152/jn.00839.2005.

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We studied adjustments in digit forces and moments during holding a vertically oriented handle under slow, externally imposed changes in the width of the grasp. Subjects ( n = 8) grasped a customized motorized handle with five digits and held it statically in the air. The handle width either increased (expanded) or decreased (contracted) at a rate of 1.0, 1.5, or 2.0 mm/s, while the subjects were asked to ignore the handle width changes, and their attention was distracted. External torques of 0.0, 0.25, and 0.5 Nm were applied to the handle in two directions. Forces and moments at the digit ti

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27

Parenteau, C. S., D. C. Viano, and P. Y. Petit. "Biomechanical Properties of Human Cadaveric Ankle-Subtalar Joints in Quasi-Static Loading." Journal of Biomechanical Engineering 120, no. 1 (1998): 105–11. http://dx.doi.org/10.1115/1.2834289.

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The biomechanical properties of human ankle-subtalar joints have been determined in a quasi-static loading condition. The moving center of rotation was determined and approximated by a fixed point. The moment-angle characteristics of the ankle-subtalar joints about the fixed center of rotation have been measured under four basic movements: dorsiflexion, plantarflexion, inversion, and eversion. The method linearly increases rotation of the calcaneus until failure, and measures the moments, forces, and linear and rotational displacements. Failure was identified as the initial drop of moment on p

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Nickel, J. C., L. R. Iwasaki, R. D. Walker, K. R. McLachlan, and W. D. McCall. "Human Masticatory Muscle Forces during Static Biting." Journal of Dental Research 82, no. 3 (2003): 212–17. http://dx.doi.org/10.1177/154405910308200312.

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Muscle forces determine joint loads, but the objectives governing the mix of muscle forces involved are unknown. This study tested the hypothesis that masticatory muscle forces exerted during static biting are consistent with objectives of minimization of joint loads (MJL) or muscle effort (MME). To do this, we compared numerical model predictions with data measured from six subjects. Biting tasks which produced moments on molar and incisor teeth were modeled based on MJL or MME. The slope of predicted vs. electromyographic (EMG) data for an individual was compared with a perfect match slope o

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29

Koh, Meng-Hock, Nurhafiza Mohamad Nor, Nor-Anita Rezle, et al. "Skyrme-Hartree-Fock approach for description of static nuclear properties of well-deformed nuclei." Malaysian Journal of Fundamental and Applied Sciences 16, no. 1 (2020): 34–37. http://dx.doi.org/10.11113/mjfas.v16n1.1626.

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Nuclear structure data plays an important role in nuclear physics studies and applications such as nuclear power generation. This article presents evaluations of a mean-field approach to describe two nuclear structure quantities namely the electric and magnetic moments. The Hartree-Fock-plus-pairing approach was employed with pairing correlations treated within the Bardeen-Cooper-Schrieffer (BCS) framework. The Skyrme SIII parametrization and seniority force are chosen to approximate the effective nucleon-nucleon and pairing interactions, respectively. Calculated results show that the self-con

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30

Pobedrya, B. E. "On a moment static problem in stresses." Mechanics of Solids 46, no. 1 (2011): 75–76. http://dx.doi.org/10.3103/s0025654411010110.

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31

Tso, Wai K. "Static Eccentricity Concept for Torsional Moment Estimations." Journal of Structural Engineering 116, no. 5 (1990): 1199–212. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:5(1199).

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32

Fragiadakis, Michalis, Dimitrios Vamvatsikos, and Mark Aschheim. "Application of Nonlinear Static Procedures for the Seismic Assessment of Regular RC Moment Frame Buildings." Earthquake Spectra 30, no. 2 (2014): 767–94. http://dx.doi.org/10.1193/111511eqs281m.

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The applicability of nonlinear static procedures for estimating the seismic demands of typical regular RC moment-resisting frames is evaluated. This work, conducted within the framework of the ATC-76-6 project, shows the degree to which nonlinear static methods can characterize global and local response demands vis-à–vis those determined by nonlinear dynamic analysis for three RC moment-frame buildings. The response quantities (engineering demand parameters) considered are peak story displacements, story drifts, story shears, and floor overturning moments. The single-mode pushover methods eval

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Noetzli, Konrad Philipp, Martin Frei, and Albert Böll. "Tragsicherheit von Holzkonstruktionen im Wildbachverbau – Ein Fallbeispiel 60-jähriger Wildbachsperren | Bearing resistance of timber structures – a study of 60-year-old log crib dams." Schweizerische Zeitschrift fur Forstwesen 153, no. 10 (2002): 377–84. http://dx.doi.org/10.3188/szf.2002.0377.

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Timber is a valuable building material for log crib dams in torrent control. However, due to inherent biological deterioration its stability and strength decreases over time. Round wood beams from three log crib dams, built around 1940, were subjected to bending tests in a case study in situ to determine the bending moment at failure. 60 years after installation, two-thirds of the tested beams still showed a higher bending moment at failure than the original design moment, with an average safety factor of 1.2. The influence of the test conditions and the statics of the systems are discussed he

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Voo, L. M., F. A. Pintar, N. Yoganandan, and Y. K. Liu. "Static and Dynamic Bending Responses of the Human Cervical Spine." Journal of Biomechanical Engineering 120, no. 6 (1998): 693–96. http://dx.doi.org/10.1115/1.2834880.

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The quasi-static and dynamic bending responses of the human mid-lower cervical spine were determined using cadaver intervertebral joints fixed at the base to a six-axis load cell. Flexion bending moment was applied to the superior end of the specimen using an electrohydraulic piston. Each specimen was tested under three cycles of quasi-static load-unload and one high-speed dynamic load. A total of five specimens were included in this study. The maximum intervertebral rotation ranged from 11.0 to 15.4 deg for quasi-static tests and from 22.9 to 34.4 deg for dynamic tests. The resulting peak mom

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35

Fang, Shu Tian, Ying Zhang, and Wen Zhao Zhong. "Nonlinear Finite Element Analysis on Statically Indeterminate Prestressed Concrete Beam." Advanced Materials Research 482-484 (February 2012): 647–50. http://dx.doi.org/10.4028/www.scientific.net/amr.482-484.647.

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Embarked from the ductility theory, the bending moment amplitude modulation limiting value ductility expression which satisfies the bearing capacity requirements have been deduced，on the value of the bending moment amplitude modulation coefficient, the influence of the using stage crack width limiting value has been considered, and the suggesting formula of the bending moment amplitude modulation coefficient has been proposed. With the aid of APDL language in the ANSYS, the entire process force analysis to statically indeterminate prestressed concrete beam has been carried on, the finite eleme

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36

Kuznechikov, Alexander, Dmitry Levitskiy, and Sergey Zotov. "Oscillations of a statically indeterminate system with a finite number of degrees of freedom (the experience with the application of mathematical packages in the technical university course of mechanics)." MATEC Web of Conferences 211 (2018): 17008. http://dx.doi.org/10.1051/matecconf/201821117008.

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Symbolic mathematics packages give the opportunity to execute the difficult symbolic transformations with use of computer, abandoning graphic methods. The resilient weightless beam fixed by resilient links and carrying two concentrated masses is considered. Instead of building the bending moment diagram and the later use of Vereshchagin's method for disclosure of static indeterminacy, the equation of distribution of the bending and single moments along the beam length is written, and Mohr's integral is calculated.

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37

Berkes, I., B. Hlimi, G. Marest, J. Sau, E. H. Sayouty, and K. Heyde. "The static electromagnetic moments of193OsGS." Journal of Physics G: Nuclear Physics 11, no. 2 (1985): 287–97. http://dx.doi.org/10.1088/0305-4616/11/2/015.

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38

van Hees, A. G. M., A. A. Wolters, and P. W. M. Glaudemans. "Static moments and phenomenological interactions." Nuclear Physics A 476, no. 1 (1988): 61–73. http://dx.doi.org/10.1016/0375-9474(88)90373-9.

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39

Gupta, Prakhar, and Ajeet Kumar. "Effect of surface elasticity on extensional and torsional stiffnesses of isotropic circular nanorods." Mathematics and Mechanics of Solids 24, no. 6 (2018): 1613–29. http://dx.doi.org/10.1177/1081286517753719.

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We present a continuum formulation to obtain the effects of surface residual stress and surface elastic constants on extensional and torsional stiffnesses of isotropic circular nanorods. Analytical expressions of axial force, twisting moment, and extensional and torsional stiffnesses are obtained. Unlike the case of rectangular nanorods, we show that the stiffnesses of circular nanorods also depend on surface residual stress components. This is attributed to non-zero surface curvature inherent in circular nanorods. We further normalize these expressions and analyze their asymptotic limits in t

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Djukic, Djordje S., and S. E. Jones. "A Note on the Axioms of Statics." International Journal of Mechanical Engineering Education 25, no. 4 (1997): 327–30. http://dx.doi.org/10.1177/030641909702500409.

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This paper suggests a reformulation of the axioms of statics. The axioms treat forces and couples as two independent measures of mechanical action. Three consequences of these axioms are properties of force vector F, couple vector m, and moment of the force F about some point B.

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Sun, Fei, Li-Tao Lv, Wei Cheng, et al. "Effect of Loading Angles and Implant Lengths on the Static and Fatigue Fractures of Dental Implants." Materials 14, no. 19 (2021): 5542. http://dx.doi.org/10.3390/ma14195542.

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Mechanical properties play a key role in the failure of dental implants. Dental implants require fatigue life testing before clinical application, but this process takes a lot of time. This study investigated the effect of various loading angles and implant lengths on the static fracture and fatigue life of dental implants. Implants with lengths of 9 mm and 11 mm were prepared. Static fracture tests and dynamic fatigue life tests were performed under three loading angles (30°, 40°, and 50°), and the level arm and bending moment were measured. After that, the fracture morphology and fracture mo

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Simakov, O. "Moment redistribution in concrete statically undetectable systems with FRP." Journal of Physics: Conference Series 1425 (December 2019): 012065. http://dx.doi.org/10.1088/1742-6596/1425/1/012065.

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Leijten, A. J. M. "Requirements for moment connections in statically indeterminate timber structures." Engineering Structures 33, no. 11 (2011): 3027–32. http://dx.doi.org/10.1016/j.engstruct.2011.03.014.

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Li, Ling, Wenzhong Zheng, and Ying Wang. "Review of moment redistribution in statically indeterminate RC members." Engineering Structures 196 (October 2019): 109306. http://dx.doi.org/10.1016/j.engstruct.2019.109306.

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Marcinkowski, J. "Statical moments of exact and approximate profiles of air springs." Applicationes Mathematicae 18, no. 4 (1985): 613–34. http://dx.doi.org/10.4064/am-18-4-613-634.

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Tse, P. C., and T. C. Lai. "An Expression for the Strain Energy of Laminated Composite Thin Shells." International Journal of Mechanical Engineering Education 23, no. 2 (1995): 169–77. http://dx.doi.org/10.1177/030641909502300213.

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An expression for the complementary strain energy of a linear elastic laminated composite thin-walled structure is presented which describes the energy in terms of midplane properties and subsequently stress and moment resultants rather than local stress and strain values. This expression is particularly useful for the analysis of statically indeterminate structures and energy storage devices such as springs.

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Lim, Edwin, and Andry Alim Lingga. "Metode Grafis untuk Penggambaran Diagram Geser dan Momen pada Balok." Jurnal PenSil 9, no. 2 (2020): 68–80. http://dx.doi.org/10.21009/jpensil.v9i2.14875.

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Statika merupakan ilmu dasar yang harus dikuasai oleh mahasiswa(i) Teknik Sipil sebelum mengambil mata kuliah mekanika teknik lanjut. Salah satu topik yang sering kali menjadi hambatan bagi mahasiswa(i) adalah topik penggambaran bidang geser dan momen. Selain sifatnya yang relatif abstrak, metode yang sering diperkenalkan untuk penggambaran bidang geser dan momen cenderung rumit karena mahasiswa(i) perlu memotong balok menjadi freebody – freebody yang dapat digunakan untuk perumusan persamaan bidang geser dan momen (metode persamaan). Jikalau mahasiswa(i) dapat merumuskan persamaan bidang gese

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Go, Tiauw Hiong. "Lateral-Directional Aircraft Dynamics Under Static Moment Nonlinearity." Journal of Guidance, Control, and Dynamics 32, no. 1 (2009): 305–9. http://dx.doi.org/10.2514/1.39025.

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Amato, A., C. Baines, R. Feyerherm, et al. "Evidence for static ultrasmall-moment magnetism in CeRu2Si2." Physica B: Condensed Matter 186-188 (May 1993): 276–78. http://dx.doi.org/10.1016/0921-4526(93)90552-h.

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Humar, JagMohan, and Mohamed A. Mahgoub. "Determination of seismic design forces by equivalent static load method." Canadian Journal of Civil Engineering 30, no. 2 (2003): 287–307. http://dx.doi.org/10.1139/l02-067.

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In the proposed 2005 edition of the National Building Code of Canada (NBCC), the seismic hazard will be represented by uniform hazard spectra corresponding to a 2% probability of being exceeded in 50 years. The seismic design base shear for use in an equivalent static load method of design will be obtained from the uniform hazard spectrum for the site corresponding to the first mode period of the building. Because this procedure ignores the effect of higher modes, the base shear so derived must be suitably adjusted. A procedure for deriving the base shear adjustment factors for different types

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