Log in

Relevant bibliographies by topics / Rotation capacity / Journal articles

To see the other types of publications on this topic, follow the link: Rotation capacity.

Journal articles on the topic 'Rotation capacity'

Author: Grafiati

Published: 4 June 2021

Last updated: 21 February 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Rotation capacity.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Xu, Y. L., and S. Franconeri. "The capacity of mental rotation." Journal of Vision 14, no. 10 (2014): 359. http://dx.doi.org/10.1167/14.10.359.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

King, G. J. W., and M. Laman. "Conventional and centrifuge model studies of the moment carrying capacity of short pier foundations in clay." Canadian Geotechnical Journal 32, no. 6 (1995): 976–88. http://dx.doi.org/10.1139/t95-096.

Full text

Abstract:

An experimental investigation into the moment carrying capacity of short rigid pier foundations in saturated clay is described. Scale models of square piers with different breadths and depths were used in both conventional and centrifugal studies. The results show that the relationships between moment and rotation are nonlinear but do not exhibit any peak values, and that moment limits, defined by limiting angular rotations, increase with increases in pier depth and breadth. Empirical equations are derived between moment carrying capacity and pier geometry, for a range of limiting rotations, a

APA, Harvard, Vancouver, ISO, and other styles

3

Riva, P., and M. Z. Cohn. "Rotation capacity of structural concrete members." Magazine of Concrete Research 46, no. 168 (1994): 223–34. http://dx.doi.org/10.1680/macr.1994.46.168.223.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Lafuente, Guillermo, Pedro V. Munuera, Gabriel Dominguez, Maria Reina, and Blanca Lafuente. "Hallux Limitus and Its Relationship with the Internal Rotational Pattern of the Lower Limb." Journal of the American Podiatric Medical Association 101, no. 6 (2011): 467–74. http://dx.doi.org/10.7547/1010467.

Full text

Abstract:

Background: The aims of this study were to determine whether individuals with mild hallux limitus show a diminished capacity of internal rotation of the lower limb compared with those without hallux limitus and whether individuals with mild hallux limitus show an increased foot progression angle. Methods: In 80 study participants (35 with normal feet and 45 with mild hallux limitus), the capacity of internal rotation of the lower limb (internal rotational pattern), hallux dorsiflexion, and the foot progression angle were measured. The values for internal rotational pattern and foot progression

APA, Harvard, Vancouver, ISO, and other styles

5

Li, Jingyuan, and Zifeng Li. "Applications of the Theory of Continuous Oil Film Lubrication of a Radial Sliding Bearing for Three Combined Conditions." Applied Physics Research 8, no. 2 (2016): 22. http://dx.doi.org/10.5539/apr.v8n2p22.

Full text

Abstract:

<p class="1Body">The theory of lubrication of a radial sliding bearing is extended to three cases: the shaft neck rotation and bush rotation bearing, the rotating load bearing, and the floating sleeve bearing. For the bearing with rotating shaft neck and rotating bush, fixing the observer at the bushing can enable the determination, in a simple and more accurate manner, of the bearing capacity of the bearing with the rotating load. As long as a rotating load exists, whirl exists; if the shaft rotation speed is 2 times the load rotation speed, then the eccentricity reaches the maximum.&lt

APA, Harvard, Vancouver, ISO, and other styles

6

Matz, Radosław, Ryszard Błażejewski, Tadeusz Nawrot, and Maciej Pawlak. "Hydraulic Capacity and Efficiency of a Low-Speed Nonpressurized Coil Pump." Water 11, no. 8 (2019): 1659. http://dx.doi.org/10.3390/w11081659.

Full text

Abstract:

The paper presents the results of an investigation on hydraulics of a low-speed coil pump for transport of liquids. One of the pump’s advantages is its wide range of potential inclination angles for its rotating shaft, from the horizontal to an almost vertical position. A simplified hydraulic model was developed based on kinematic and geometrical considerations to determine the pump capacity. The model was verified under laboratory conditions using a low-speed coil pump composed of transparent PVC tube (15 mm outer diameter) wound around a cylindrical drum (104 mm external diameter; 550 mm lon

APA, Harvard, Vancouver, ISO, and other styles

7

Dalen, Karl Van, and John MacIntyre. "The rotational behaviour of clipped end plate connections." Canadian Journal of Civil Engineering 15, no. 1 (1988): 117–26. http://dx.doi.org/10.1139/l88-013.

Full text

Abstract:

The rotational behaviour of clipped end plate connections was studied by subjecting nine clipped and three conventional or “unclipped” specimens with varying connection geometry to combined shear and moment and obtaining the corresponding moment–rotation characteristics. It was found that the clipped end plate connections in this investigation had more than adequate rotation capacity to permit an interior beam connected to a supporting member by this type of connection to achieve its full plastic moment, provided the length-to-depth ratio of the beam does not exceed 20. For the range of rotati

APA, Harvard, Vancouver, ISO, and other styles

8

Slătineanu, Laurenţiu, Oana Dodun, Margareta Coteaţă, Gheorghe Nagîţ, and Irina Beşliu. "Simplified Version of Polymer Rotational Molding Manufacturing Method." Key Engineering Materials 699 (July 2016): 97–103. http://dx.doi.org/10.4028/www.scientific.net/kem.699.97.

Full text

Abstract:

Rotational molding is a manufacturing method which supposes the rotation of the mold, during the solidification of the liquid phase material, so that finally a part having a hollow could be obtained. The method could be applied in manufacturing of metallic and nonmetallic parts. Usually, the equipment for rotational molding ensures slow speed rotating of the mold around two axes placed perpendicularly each other and this fact led to relatively complex equipment for achieving rotational molding. The capacity of the liquid material to entirely cover the internal walls of the mold depends essenti

APA, Harvard, Vancouver, ISO, and other styles

9

Xu, Yangqing, and Steven L. Franconeri. "Capacity for Visual Features in Mental Rotation." Psychological Science 26, no. 8 (2015): 1241–51. http://dx.doi.org/10.1177/0956797615585002.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Beg, Darko, Erik Zupančič, and Ioannis Vayas. "On the rotation capacity of moment connections." Journal of Constructional Steel Research 60, no. 3-5 (2004): 601–20. http://dx.doi.org/10.1016/s0143-974x(03)00132-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Ostrowski, Krzysztof, and Aleksander Kozłowski. "Rotation Capacity of Bolted Flush End-Plate Stiffened Beam-to-Column Connection." Civil and Environmental Engineering Reports 25, no. 2 (2017): 173–84. http://dx.doi.org/10.1515/ceer-2017-0028.

Full text

Abstract:

Abstract One of the flexibility parameters of semi-rigid joints is rotation capacity. Plastic rotation capacity is especially important in plastic design of framed structures. Current design codes, including Eurocode 3, do not posses procedures enabling designers to obtain value of rotation capacity. In the paper the calculation procedure of the rotation capacity for stiffened bolted flush end-plate beam-to-column connections has been proposed. Theory of experiment design was applied with the use of Hartley’s PS/DS-P:Ha3 plan. The analysis was performed with the use of finite element method (A

APA, Harvard, Vancouver, ISO, and other styles

12

Ram, Basta, Ajeet Pratap Singh, Veer Singh, Navneet Pareek, and Poonam Gautam. "Long term effect of different crop rotations on soil physical properties in a Mollisol." Journal of Phytopharmacology 11, no. 1 (2022): 7–11. http://dx.doi.org/10.31254/phyto.2022.11102.

Full text

Abstract:

The present study was conducted for the study about the effect of different rotations on physical properties in a Mollisol. The study area was located at Norman E. Borlaug Crop Research Centre, G. B. Pant University of Agriculture and Technology, Pantnagar, which lies at 290N latitude, 790 3’ E longitude and 243.84 m above the mean sea level altitude. The crop rotation selected for study were T1 (Rice- Wheat-Fallow) T2 (Rice- Vegetable pea- Summer Rice) T3 (Maize- Wheat- Cowpea) T4 (RiceWheat- Sesbania) T5 (Maize- Toria- Urd) T6 (Rice- Yellow Sarson- Grain Cowpea) T7 (Multi-Cut Sorghum- Barsee

APA, Harvard, Vancouver, ISO, and other styles

13

Lopes, S. M. R. "Plastic rotation capacity of high-strength concrete beams." Materials and Structures 36, no. 255 (2002): 22–31. http://dx.doi.org/10.1617/13736.

Full text

APA, Harvard, Vancouver, ISO, and other styles

14

Odenbreit, Christoph, and Christoph Hahn. "Bending Resistant Composite Joints for High Rotation Capacity." IABSE Symposium Report 92, no. 29 (2006): 9–16. http://dx.doi.org/10.2749/222137806796168994.

Full text

APA, Harvard, Vancouver, ISO, and other styles

15

SATO, Atsushi, and Tetsuro ONO. "ROTATION CAPACITY OF THE BEAM-TO-COLUMN CONNECTIONS." Journal of Structural and Construction Engineering (Transactions of AIJ) 71, no. 600 (2006): 171–78. http://dx.doi.org/10.3130/aijs.71.171_1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

16

BERNARDO, Luís F. A., Miguel C. S. NEPOMUCENO, and Hugo A. S. PINTO. "PLASTIC ROTATION CAPACITY OF LIGHTWEIGHT-AGGREGATE CONCRETE BEAMS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 8 (2016): 1032–41. http://dx.doi.org/10.3846/13923730.2014.946442.

Full text

APA, Harvard, Vancouver, ISO, and other styles

17

Hemmati, Ali, Ali Kheyroddin, and Mohammad Kazem Sharbatdar. "Plastic Hinge Rotation Capacity of Reinforced HPFRCC Beams." Journal of Structural Engineering 141, no. 2 (2015): 04014111. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000858.

Full text

APA, Harvard, Vancouver, ISO, and other styles

18

Mukharsky, Yury M., Talso C. P. Chui, Ranjan Mukhopadhyay та David Goodstein. "The heat capacity of4He under rotation nearT λ". Czechoslovak Journal of Physics 46, S1 (1996): 177–78. http://dx.doi.org/10.1007/bf02569504.

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

KATO, Ben. "STRENGTH AND ROTATION CAPACITY OF SHS BEAM-COLUMNS." Journal of Structural and Construction Engineering (Transactions of AIJ) 63, no. 513 (1998): 167–71. http://dx.doi.org/10.3130/aijs.63.167_2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

Lopes, S. M. R., and L. F. A. Bernardo. "Plastic rotation capacity of high-strength concrete beams." Materials and Structures 36, no. 1 (2003): 22–31. http://dx.doi.org/10.1007/bf02481567.

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

Popov, I. P. "Stabilized Rotator for Mechatronic Automatic Systems." Mekhatronika, Avtomatizatsiya, Upravlenie 23, no. 10 (2022): 523–28. http://dx.doi.org/10.17587/mau.23.523-528.

Full text

Abstract:

The aim of the work is to find a mechanical analogue of cyclotron motion and to determine the scheme of the corresponding device, which is appropriate to call a stabilized rotator. From the key circumstance that determines the possibility of generalizing cyclotron motion to mechanics, which consists in the fact that the Lagrangian of an electron is twice as large as its kinetic energy, which, as applied to a stabilized rotator, should be interpreted as the equality of kinetic and potential energies, it follows that the composition of a stabilized rotator should include elements, which are able

APA, Harvard, Vancouver, ISO, and other styles

22

VEEGER, H. E. J., M. KREULEN, and M. J. C. SMEULDERS. "Mechanical Evaluation of the Pronator Teres Rerouting Tendon Transfer." Journal of Hand Surgery 29, no. 3 (2004): 257–62. http://dx.doi.org/10.1016/j.jhsb.2004.01.004.

Full text

Abstract:

We simulated pronator teres rerouting using a three-dimensional biomechanical model of the arm. Simulations comprised the evaluation of changes in muscle length and the moment arm of pronator teres with changes in forearm axial rotation and elbow flexion. The rerouting of Pronator Teres was simulated by defining a path for it through the interosseous membrane with re-attachment to its original insertion. However the effect of moving the insertion to new positions, 2 cm below and above, the original position was also assessed. The effect on total internal rotation and external rotation capacity

APA, Harvard, Vancouver, ISO, and other styles

23

Kalita, W., N. Yegani, Cz M. Rodkiewicz, and J. S. Kennedy. "On the Laminar Flow Characteristics of Conical Bearings. Part II—Experimental Verification." Journal of Tribology 108, no. 1 (1986): 59–64. http://dx.doi.org/10.1115/1.3261144.

Full text

Abstract:

The laminar flow characteristics of the externally pressurized central recess conical bearings with narrow gaps, predicted theoretically in Part I of this paper, have been verified experimentally. Two main effects on the performance of conical bearings have been investigated, namely: the effect of nonconstant film thickness along the gap of the bearing and the effect of rotation. It was found that experimental pressure distributions and load capacity of the constant and divergent gap bearings were in close agreement with the theoretical data for the low rotational velocities however, with the

APA, Harvard, Vancouver, ISO, and other styles

24

Yang, Zhijian, Guochang Li, and Bo Nan. "Study on Seismic Performance of Improved High-Strength Concrete Pipe‐Pile Cap Connection." Advances in Materials Science and Engineering 2020 (July 26, 2020): 1–22. http://dx.doi.org/10.1155/2020/4326208.

Full text

Abstract:

Four prestressed high-strength concrete pile- (PHC pile-) pile cap connections under low-cycle loading were tested to study the test phenomena, failure modes, hysteretic performance, ductility, and bearing capacity. The PHC piles were reinforced with steel fiber and deformed bars and CFRP. The tests results showed that the connections were damaged by bending. The concrete of the caps were squeezed to be crushed. The concrete of connection was crushed and formed a hinge joint that resulted in the connection rotating unrestricted, and the rotation capacity of connection increased. The PHC pile r

APA, Harvard, Vancouver, ISO, and other styles

25

MATVEEV, Aleksey V. "Testing the Hypothesis about the Dependence of the Mass of Electric Machines on the Power and Speed." Elektrichestvo, no. 7 (2021): 4–18. http://dx.doi.org/10.24160/0013-5380-2021-7-4-18.

Full text

Abstract:

The hypothesis stating that the mass of any rotating electric machine is proportional to its power capacity taken to a power of 0.75 and is inversely proportional to the square root of its rotation frequency is tested. The testing is carried out on the material of permanent magnet synchronous machines. The inﬂ uence of such factors as voltage, shape of active parts, cooling, eﬃ ciency level, overloads, presence of supporting structures, power supply frequency, and number of poles is studied. The hypothesis is tested by predicting the mass of machines in the widest possible range of power capac

APA, Harvard, Vancouver, ISO, and other styles

26

MATVEEV, Aleksey V. "Testing the Hypothesis about the Dependence of the Mass of Electric Machines on the Power and Speed." Elektrichestvo 7, no. 7 (2021): 4–18. http://dx.doi.org/10.24160//0013-5380-2021-7-4-18.

Full text

Abstract:

The hypothesis stating that the mass of any rotating electric machine is proportional to its power capacity taken to a power of 0.75 and is inversely proportional to the square root of its rotation frequency is tested. The testing is carried out on the material of permanent magnet synchronous machines. The inﬂ uence of such factors as voltage, shape of active parts, cooling, eﬃ ciency level, overloads, presence of supporting structures, power supply frequency, and number of poles is studied. The hypothesis is tested by predicting the mass of machines in the widest possible range of power capac

APA, Harvard, Vancouver, ISO, and other styles

27

KEMP, A. R. "QUANTIFYING LIMIT-STATES OF ROTATION CAPACITY IN FLEXURAL MEMBERS." Proceedings of the Institution of Civil Engineers 89, no. 3 (1990): 387–406. http://dx.doi.org/10.1680/iicep.1990.9398.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Mazzolan, F. M., and V. Piluso. "Prediction of the Rotation Capacity of Aluminium Alloy Beams." Thin-Walled Structures 27, no. 1 (1997): 103–16. http://dx.doi.org/10.1016/0263-8231(96)00014-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Duarte da Costa, Job, Renata Obiala, and Christoph Odenbreit. "Rotation capacity of composite joints for slim‐floor beams." Stahlbau 88, no. 7 (2019): 675–84. http://dx.doi.org/10.1002/stab.201900033.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Sternik, Krzysztof, and Katarzyna Dołżyk-Szypcio. "Pullout Capacity Of Cylindrical Block Embedded In Sand." Studia Geotechnica et Mechanica 40, no. 1 (2018): 30–37. http://dx.doi.org/10.2478/sgem-2018-0005.

Full text

Abstract:

Abstract Calculation of pullout capacity of anchoring concrete cylindrical block by finite element method is carried out. 3D model of the block assumes its free rotation. Alternative solutions with one and two pulling forces attached at different heights of the block are considered. Dependency of the ultimate pulling force on the points of its application, the block’s embedment depth as well as contact friction are investigated. Results of FE analysis and simple engineering estimations are compared. The maximum pullout resistance results from FE analysis when the rotation of the block is preve

APA, Harvard, Vancouver, ISO, and other styles

31

Kealy, Tim, and Carlos Tiu. "Calibration of a Commercial Kneader for Rheological Applications." Applied Rheology 12, no. 5 (2002): 241–51. http://dx.doi.org/10.1515/arh-2002-0013.

Full text

Abstract:

Abstract In the case of some highly viscous fluids, or thick pastes (such as those exhibiting high yield stress and/or high plastic viscosity), neither rotational nor tube type viscometers are suitable for rheological characterisation. Due to their capacity for generating and maintaining high torque or high rates of rotation, kneaders and mixers can often engender shear rates in excess of those of conventional rotational viscometers. Often these devices are instrumented, to measure and record the rate of rotation of the mixing blades and the related torque on the shaft turning the blades. The

APA, Harvard, Vancouver, ISO, and other styles

32

Zhang, Yufen, Jiaqi Gao, Yushuo Li, and Krushar Demoha. "Experimental analysis of hysteretic behavior and strain field of external diaphragm joints between steel beams and CFDST columns." Advances in Structural Engineering 23, no. 6 (2019): 1129–41. http://dx.doi.org/10.1177/1369433219888747.

Full text

Abstract:

External diaphragm joints with high structural reliability are used widely in composite steel and concrete structures. In this study, the external diaphragm joint was improved to be a steel beam-to-concrete filled double steel tubular column connection. The digital speckle correlation method was used to measure and investigate the strain field in the panel zone and relative beam-to-column rotation in a low-cycle reciprocating loading test. The obtained hysteresis curves of moment-rotation ( M-θ) and shear force-deformation ( V-[Formula: see text]) showed that the external diaphragm joints had

APA, Harvard, Vancouver, ISO, and other styles

33

Sato, Y., and M. Ochiai. "Flow visualization of non-contacting mechanical seals with bidirectional rotation." Journal of Physics: Conference Series 2217, no. 1 (2022): 012028. http://dx.doi.org/10.1088/1742-6596/2217/1/012028.

Full text

Abstract:

Abstract Non-contacting mechanical seals are used as a shaft seal in a turbomachinery. A few micrometers thin lubrication film is formed by grooves on the seals. Various groove shapes were presented, and most of these grooves were designed for unidirectional rotation. However, reverse rotation occurs accidentally in the turbomachinery. In this study, the performance of two type unidirectional grooves was investigated by measuring the pressure in a chamber which means sealed fluid pressure and visualizing the flow in the lubrication film with bidirectional rotation. The measurement results of p

APA, Harvard, Vancouver, ISO, and other styles

34

Ishag, Kheiry Hassan M. "Resources Management and Risk Efficiency of Crop Rotation Systems in Sudan Gezira Scheme." Sustainable Agriculture Research 4, no. 4 (2015): 38. http://dx.doi.org/10.5539/sar.v4n4p38.

Full text

Abstract:

Risk is an important factor in crop rotation systems and cropping system management studies. The study uses stochastic simulation techniques and Stochastic Efficiency with Respect to Function (SERF) to evaluate five crop rotations risk-efficiency and economic sustainability in Sudan Gezira Scheme. Price and yield risk for five crops were simulated to calculate whole-scheme net return. The analysis shows with the present irrigation system capacity 4 course rotation is the most preferred at lower (ARAC) and the 5 Course rotation (B) with 53% land use intensity achieve water distribution equity a

APA, Harvard, Vancouver, ISO, and other styles

35

OHI, KENICHI, and JAE-HYOUK CHOI. "HYBRID SIMULATION ON SEMI-RIGID PARTIAL-STRENGTH CONNECTIONS." International Journal of Modern Physics B 20, no. 25n27 (2006): 4445–50. http://dx.doi.org/10.1142/s0217979206041495.

Full text

Abstract:

Semi-rigid connections are considered neither completely pinned nor rigid. It is possible to control collapse mode and even the energy absorption capacity of frames during earthquakes. In this paper, (1) hysteretic behavior of end-plate connections subjected to cyclic and earthquake loading and (2) improvement of their rotation capacities are described. Two types of connections are prepared, extended and flush end-plate. Additional specimens of flush type are tested to improve their rotation capacities using high strength bolts with reduced shaft diameter. As a result, the capacity for plastic

APA, Harvard, Vancouver, ISO, and other styles

36

VESTBERG, M., S. KUKKONEN, and K. SAARI. "Cropping system impact on soil quality determinants." Agricultural and Food Science 11, no. 4 (2002): 311–28. http://dx.doi.org/10.23986/afsci.5733.

Full text

Abstract:

Worldwide interest in soil quality evaluation has increased rapidly throughout the past decade, prompting us to evaluate the long-term impact of four cropping systems on several biological, chemical and physical determinants of soil quality. We hypothesized that after 17 years several of the determinants would show significant differences between conventional cereal and low input/organic rotations. Four crop rotations were imposed on a silt soil from 1982 through 1999. Rotation A was a conventionally managed cereal rotation that received 100% of the recommended mineral fertilizer each year. Ro

APA, Harvard, Vancouver, ISO, and other styles

37

MACHIMDAMRONG, CHAWALIT, EIICHI WATANABE, and TOMOAKI UTSUNOMIYA. "SHEAR BUCKLING OF CORRUGATED PLATES WITH EDGES ELASTICALLY RESTRAINED AGAINST ROTATION." International Journal of Structural Stability and Dynamics 04, no. 01 (2004): 89–104. http://dx.doi.org/10.1142/s0219455404001148.

Full text

Abstract:

This paper presents an estimation of the elastic shear buckling capacity of corrugated plates with edges elastically restrained against rotation. The corrugated plate possesses higher shear buckling capacity compared to an unfolded flat plate. It has been used to replace the concrete web in PC box girders in recent bridge constructions in Japan. In this study, the corrugated plate is modelled as an orthotropic Mindlin plate. Elastically rotational restraint on boundary edges is taken into account in the form of rotational springs in the analysis. The prediction of buckling capacities of corrug

APA, Harvard, Vancouver, ISO, and other styles

38

Carter, M. R. "Long-term influence of compost on available water capacity of a fine sandy loam in a potato rotation." Canadian Journal of Soil Science 87, no. 5 (2007): 535–39. http://dx.doi.org/10.4141/cjss06042.

Full text

Abstract:

An improved soil physical structure, associated with organic amendments in crop rotations, can be viewed as an emergent property. A study was conducted to evaluate the effect of applied compost on soil water retention and available water capacity, and other associative soil properties in a long-term 3-yr potato rotation established on a Charlottetown fine sandy loam (Orthic Humo-Ferric Podzol) in Prince Edward Island. Soil samples (0–10 cm) were obtained from two crop phases (barley and potato) during the fourth cycle of the rotation (after four compost applications) in the 12th year of the ex

APA, Harvard, Vancouver, ISO, and other styles

39

Khan, Mahbub H., and G. Charles Clifton. "Proposed development of a damage-resisting Eccentrically Braced Frame with rotational active links." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 2 (2011): 99–107. http://dx.doi.org/10.5459/bnzsee.44.2.99-107.

Full text

Abstract:

Eccentrically Braced Frames (EBFs) are widely used seismic-resisting systems, as they allow both strength and stiffness to be optimised while providing good ductility capacity. However, in theory they have a low damage threshold in severe earthquakes and post-earthquake repair of conventional EBFs will be difficult and expensive. This paper presents the Numerical Integration Time-History (NITH) analysis of two ten storey EBF buildings; one with a conventional active link and the other with a new form of low damage active link based on rotational sliding bolted plates. The low damage acti

APA, Harvard, Vancouver, ISO, and other styles

40

Pardo-Vazquez, Jose L., and Jose Fernandez-Rey. "Working Memory Capacity and Mental Rotation: Evidence for a Domain-General View." Spanish journal of psychology 15, no. 3 (2012): 881–90. http://dx.doi.org/10.5209/rev_sjop.2012.v15.n3.39381.

Full text

Abstract:

Despite the existence of numerous studies that examined the relationship between working memory capacity and performance in complex cognitive tasks, it remains unclear whether this capacity is domain specific or domain general. In addition, the available empirical evidence is somewhat contradictory. In this work we have studied the role of verbal working memory capacity in a non-verbal task – mental image rotation. If this capacity were domain specific it would be expected that high and low verbal span participants would obtain similar results in the mental rotation task. We have found that th

APA, Harvard, Vancouver, ISO, and other styles

41

Ferraioli, Massimiliano. "Progressive Collapse Performance of Steel Beam-to-Column Connections: Critical Review of Experimental Results." Open Construction & Building Technology Journal 15, no. 1 (2021): 152–63. http://dx.doi.org/10.2174/1874836802115010152.

Full text

Abstract:

Background: The steel beam-to-column connections are vulnerable structural elements when a building loses one or more of its vertical load-carrying components due to abnormal or accidental loading conditions. After a column is destroyed by abnormal loads, the tensile axial force of the beam gradually increased, while the bending moment decreased, and the load-resistance mechanism shifts from a flexural mechanism to a catenary mechanism, with the axial force becoming the prevailing factor. Aims: This paper investigates the progressive collapse performance of steel beam-to-column connections. Wh

APA, Harvard, Vancouver, ISO, and other styles

42

Brescia, Manuela. "Rotation capacity and steel members classification criteria in seismic zones." Pollack Periodica 2, no. 2 (2007): 63–73. http://dx.doi.org/10.1556/pollack.2.2007.2.6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

Iglay, Raymond B., Phillip D. Jones, Darren A. Miller, Stephen Demarais, Bruce D. Leopold, and L. Wes Burger. "Deer Carrying Capacity in Mid-Rotation Pine Plantations of Mississippi." Journal of Wildlife Management 74, no. 5 (2010): 1003–12. http://dx.doi.org/10.2193/2009-362.

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Tofade, Toyin S., Mark Brueckl, and Patricia A. Ross. "Clinical Track Program Expansion Increases Rotation Capacity for Experiential Program." American Journal of Pharmaceutical Education 81, no. 8 (2017): 5937. http://dx.doi.org/10.5688/ajpe5937.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

Jardine, Nicole, and Steven Franconeri. "Capacity for Visual Features in Mental Rotation is Persistently Low." Journal of Vision 18, no. 10 (2018): 823. http://dx.doi.org/10.1167/18.10.823.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

Cevik, Abdulkadir. "Neuro-fuzzy modeling of rotation capacity of wide flange beams." Expert Systems with Applications 38, no. 5 (2011): 5650–61. http://dx.doi.org/10.1016/j.eswa.2010.10.070.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Samui, Pijush, Dookie Kim, and Namrata Kakoti. "Soft Computing Applied to Rotation Capacity of Wide Flange Beams." Iranian Journal of Science and Technology, Transactions of Civil Engineering 42, no. 3 (2018): 305–14. http://dx.doi.org/10.1007/s40996-017-0081-0.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Mali, M. L., and R. M. Korol. "Prediction of local buckling and rotation capacity at maximum moment." Journal of Constructional Steel Research 32, no. 1 (1995): 1–13. http://dx.doi.org/10.1016/0143-974x(94)00007-5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Li, T. Q., B. S. Choo, and D. A. Nethercot. "Determination of rotation capacity requirements for steel and composite beams." Journal of Constructional Steel Research 32, no. 3 (1995): 303–32. http://dx.doi.org/10.1016/0143-974x(95)93900-o.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Ito, Mitsuru, Katsuyoshi Nozaka, Takahiro Shirosaki, and Kenjiro Yamasaki. "Experimental Study on Moment–Plastic Rotation Capacity of Hybrid Beams." Journal of Bridge Engineering 10, no. 4 (2005): 490–96. http://dx.doi.org/10.1061/(asce)1084-0702(2005)10:4(490).

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!