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Bibliografie tematiche / Inclined loading

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Letteratura scientifica selezionata sul tema "Inclined loading"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 9 giugno 2025

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Articoli di riviste sul tema "Inclined loading"

1

Sha, Ling, Guo Cai Wang, and Yang Yang. "Study on the Settlement Characteristics of Inclined Single Pile Subjected to Inclined Loadings." Applied Mechanics and Materials 170-173 (May 2012): 52–55. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.52.

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Inclined angles of piles and applied loadings have serious effect on the pile’s bearing capacity and settlement. In order to reveal this effect, this paper uses the nonlinear finite element software Adina 8.2 and analyzes the settlement characteristics and the influence factors on the settlement of inclined pile subjected to inclined loadings. From the analysis, it can be seen that: at given pile-soil physical properties, the settlement of inclined angle of the pile is smaller than that of the pile installed vertically subjected to vertical loadings; it is not good for larger inclined angle of

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2

Pan, Xiangwen, Xia Li, Shuang Xi, Weiming Gong, and Mingxing Zhu. "A New Method for Predicting Pile Accumulated Deformation and Stiffness of Evolution Under Long-Term Inclined Cyclic Loading." Buildings 15, no. 4 (February 14, 2025): 591. https://doi.org/10.3390/buildings15040591.

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Piles in marine environments are subjected to various loads of differing magnitudes and directions, and their long-term stability has attracted much attention. Most research focuses on lateral cyclic loading; there are few full-scale tests that consider the effects of cyclic loading at different inclined angles. A long-term inclined cyclic loading strategy was used to carry out laboratory tests to study different inclined angles on the pile. The results show that a smaller inclined angle (θL) or a larger pile–soil relative stiffness (T/L) results in wider and deeper sediment subsidence after 1

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3

Vöth, Stefan. "Inclined Rope Reeving Systems." E3S Web of Conferences 278 (2021): 01010. http://dx.doi.org/10.1051/e3sconf/202127801010.

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Main part of crane systems in general and hoisting systems especially are rope-reeving systems. They are used to reduce the loading on the rope itself and on the following parts in the hoist drive. In order to transfer the performance required the reduced loading has to be compensated by higher speeds. General standard are reeving systems with just vertical rope orientation. They have advantages, as they are not difficult to plan, to build and to operate. On the other hand, they comprise disadvantages as well. One main disadvantage of vertical rope orientation is the tendency to load sway.

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Dial, Kenneth P., and Brandon E. Jackson. "When hatchlings outperform adults: locomotor development in Australian brush turkeys ( Alectura lathami , Galliformes)." Proceedings of the Royal Society B: Biological Sciences 278, no. 1712 (November 3, 2010): 1610–16. http://dx.doi.org/10.1098/rspb.2010.1984.

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Within Galliformes, megapods (brush turkey, malleefowl, scrubfowl) exhibit unique forms of parental care and growth. Hatchlings receive no post-hatching parental care and exhibit the most exaggerated precocial development of all extant birds, hatching with fully developed, flight-capable forelimbs. Rather than flying up to safety, young birds preferentially employ wing-assisted incline running. Newly hatched Australian brush turkeys ( Alectura lathami ) are extraordinarily proficient at negotiating all textured inclined surfaces and can flap-walk up inclines exceeding the vertical. Yet, as bru

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5

Qi, Yong, Fang Wang, and Xiao Feng Liu. "Seismic Performance of Inclined-Column Transfer Structure of Frame-Supported Short-Leg Shearwall with Varied Ratio of Short-Leg Shearwall Section Height to Thickness." Applied Mechanics and Materials 353-356 (August 2013): 2047–51. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2047.

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Three inclined-column transfer floor structures of frame-supported short-leg shearwall are tested under vertical loading and horizontal cyclic loading to analyze the influence of leg-thickness ratio (LTR) on the seismic performance of inclined column-shaped transfer floors. The failure process and patters, bearing capacity, hysteretic characteristics, stiffness degradation, deformation and ductility are analyzed in detail. The test results show that the force characteristic of inclined column-shaped transfer floor structure is similar to a simple truss, and leg-thickness ratio of the top short

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Bondariev, O. M., T. O. Ryzhova, and O. O. Bondariev. "EVALUATION OF THE INFLUENCE OF THE INCLINATION ANGLE OF TRACTION ON A VERTICAL LOADING OF THE WHEELSETS OF TWO-AXLE TRUCKS OF THE LOCOMOTIVE IN THE IMPLEMENTATION OF TRACTION." Science and Transport Progress, no. 4 (August 25, 2004): 136–40. http://dx.doi.org/10.15802/stp2004/20692.

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The paper provides the outcomes of theoretical calculations of vertical loading of wheelsets of two-axle locomotive bogies with the locomotive running on a stationary mode with a freight train. Evaluation is given to the influence of the slope angle of the inclined roller on the difference of loadings onto the bogie wheelsets.

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Guo, Shilang, Fei Gan, Hong Wang, Jing Bi, Biao Liu, and Yuanyin Zhang. "Vertical bearing performance of inclined high-pressure rotary spray pile." PLOS ONE 20, no. 3 (March 27, 2025): e0319849. https://doi.org/10.1371/journal.pone.0319849.

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Inclined piles are increasingly adopted in the foundation design of large-scale transmission line towers. Nine inclined pile tests were conducted in red clay soil to investigate the load-bearing and deformation behavior and the load transfer mechanism of inclined piles under vertical loading. The effects of pile inclination and length-to-diameter ratio on axial force, bending moment, shear force, and lateral friction force were analyzed. The test results indicate that: (1) As the inclination angle increases, the settlement of the inclined pile increases under vertical loading. (2) The axial fo

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Huang, Yiren, Shili Ma, Liquan Xie, and Wencai Huang. "Experiments on loading capability of Inclined Suction Foundation." IOP Conference Series: Materials Science and Engineering 768 (March 31, 2020): 032004. http://dx.doi.org/10.1088/1757-899x/768/3/032004.

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9

Bang, S., K. D. Jones, K. O. Kim, Y. S. Kim, and Y. Cho. "Inclined loading capacity of suction piles in sand." Ocean Engineering 38, no. 7 (May 2011): 915–24. http://dx.doi.org/10.1016/j.oceaneng.2010.10.019.

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Shlyannikov, V. N., and A. V. Tumanov. "An inclined surface crack subject to biaxial loading." International Journal of Solids and Structures 48, no. 11-12 (June 2011): 1778–90. http://dx.doi.org/10.1016/j.ijsolstr.2011.02.024.

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Più fonti

Tesi sul tema "Inclined loading"

1

Agbonifo, Noma. "Inclined Surfaces - Impact on Postural Stability and Spine Loading." University of Cincinnati / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1535634054030984.

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Supachawarote, Chairat. "Inclined load capacity of suction caisson in clay." University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0188.

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This thesis investigates the capacity and failure mode of suction caissons under inclined loading. Parametric finite element analyses have been carried out to investigate the effects of caisson geometry, loading angle, padeye depth (i.e. load attachment point), soil profile and caisson-soil interface condition. Displacement-controlled analyses were carried out to determine the ultimate limit state of the suction caissons under inclined load and the results presented as interaction diagrams in VH load space. VH failure interaction diagrams are presented for both cases where the caisson-soil int

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Curtis, Joshua Rex. "Effect of Inclined Loading on Passive Force-Deflection Curves and Skew Adjustment Factors." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7255.

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Skewed bridges have exhibited poorer performance during lateral earthquake loading in comparison to non-skewed bridges (Apirakvorapinit et al. 2012; Elnashai et al. 2010). Results from numerical modeling by Shamsabadi et al. (2006), small-scale laboratory tests by Rollins and Jessee (2012), and several large-scale tests performed by Rollins et al. at Brigham Young University (Franke 2013; Marsh 2013; Palmer 2013; Smith 2014; Frederickson 2015) led to the proposal of a reduction curve used to determine a passive force skew reduction factor depending on abutment skew angle (Shamsabadi and Rollin

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4

蕭國聖. "Photoelastic Stress Analysis of Implant Subject to Inclined Loading." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/41908041883577843032.

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碩士<br>國立臺灣科技大學<br>機械工程系<br>91<br>This thesis deals with the stress analysis on the implant . Photoelasticity will be used to analyze implant on distal surfaces . Vertical and inclined loading conditions are applied to the overdenture , and the stress distribution near the implant is studied . The stress of various implants will be compare with each other , it provides reference materials of clinical . Liquid photoelastic birefringent material will be used to model the mandible . True size implant , abutment , and overdenture are setup to the model , and exposed in a circularly polariscope syst

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5

Chen, Chia-hsiang, and 陳家祥. "Seismic Performance of Hollow Composite Members with Inclined Bars Under General Loading." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/69982929918880711826.

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碩士<br>國立中央大學<br>土木工程研究所<br>97<br>This study investigated the performance of hollow composite members, and the possibility of cross inclined bars in performance improvement for members subjected to earthquake-induced loads. A series of tests on composite members subjected to bending and torsion were conducted. Major parameters studied included the sectional aspect ratios, magnitudes of three-dimensional loads and the placement of cross inclined bars. The test results obtained from the combined load tests were used to define the relationship among member performance, sectional aspect ratios, and

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Lee, Wen-Chi, and 李文琪. "Radial Loading Distribution on the Performance of High-Speed Propellers at Inclined Shaft Conditions." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/30288637064274880474.

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Haggerty, Mason. "The influence of incline walking on knee joint loading." 2013. http://liblink.bsu.edu/uhtbin/catkey/1712082.

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Access to abstract permanently restricted to Ball State community only.<br>Access to thesis permanently restricted to Ball State community only.<br>School of Physical Education, Sport, and Exercise Science

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CAI, JIAN-XING, and 蔡建興. "Bondod repairs of a plate with inclinded central crack under biaxial loading." Thesis, 1992. http://ndltd.ncl.edu.tw/handle/90813134303726024254.

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Capitoli di libri sul tema "Inclined loading"

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Chen, D., and L. Zhang. "Harmonic Vibration of Inclined Porous Nanocomposite Beams." In Lecture Notes in Civil Engineering, 497–501. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_52.

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AbstractThis work investigated the linear harmonic vibration responses of inclined beams featured by closed-cell porous geometries where the bulk matrix materials were reinforced by graphene platelets as nanofillers. Graded and uniform porosity distributions combined with different nanofiller dispersion patterns were applied in the establishment of the constitutive relations, in order to identify their effects on beam behavior under various harmonic loading conditions. The inclined beam model comprised of multiple layers and its displacement field was constructed using Timoshenko theory. Forced vibration analysis was conducted to predict the time histories of mid-span deflections, considering varying geometrical and material characterizations. The findings may provide insights into the development of advanced inclined nanocomposite structural components under periodic excitations.

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2

Baazouzi, Messaoud, Mekki Mellas, Djamel Benmeddour, and Abdelhak Mabrouki. "The Behaviour of Shallow Foundation Near Slope Under Inclined Loading." In Sustainable Civil Infrastructures, 275–86. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61905-7_24.

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3

Kumar, Kishan, Subhadeep Metya, and Gautam Bhattacharya. "Numerical Analysis of Reinforced Ring Foundation Subjected to Eccentric-Inclined Loading." In Lecture Notes in Civil Engineering, 189–207. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1741-5_17.

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4

Das, B. M., C. R. Patra, R. N. Behera, K. Sobhan, and C. Atalar. "Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading—A Review." In Lecture Notes in Civil Engineering, 3–36. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-20172-1_1.

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5

Tsai, Chwan-Huei, and Chien-Ching Ma. "The Transient Analysis of a Subsurface Inclined Crack Subjected to Stress Wave Loading." In Dynamic Failure of Materials, 273–82. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3652-5_19.

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6

Loukidis, Dimitrios, and Nektaria Ygeionomaki. "Bearing Capacity in Sand Under Eccentric and Inclined Loading Using a Bounding Surface Plasticity Model." In Springer Series in Geomechanics and Geoengineering, 267–73. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56397-8_34.

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7

Khurshed, Reyah D., and Jasim M. Abbas. "An Experimental Investigation the Response of Pile Groups to Inclined Cyclic Loading in Sandy Soil." In Geotechnical Engineering and Sustainable Construction, 435–46. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6277-5_35.

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8

Banerji, Arijit Kumar, Pijush Topdar, and Aloke Kumar Datta. "Influence of Inclined Wheel Loading on the Structural Responses of Pavement Using 3-D Finite Element Modeling." In Lecture Notes in Civil Engineering, 345–53. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6067-1_34.

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Altigenov, Ulan, Aliy Bespaev, Ulan Kuralov, and Birim Amanov. "Experimental study of reinforced concrete elements reinforced with fiber-reinforced plastics in inclined section under static loading." In Smart Geotechnics for Smart Societies, 2419–24. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-375.

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Joshi, Kishan H., and Chetankumar M. Patel. "Development of Analytical Method to Determine the Deflection of Tapered Cantilever Beam with Inclined Loading Condition Using Software Simulation." In Advances in Intelligent Systems and Computing, 281–88. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0135-2_27.

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Atti di convegni sul tema "Inclined loading"

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Jieqi, Yuan, Yuan Chao, Li Lin, Zhou Hongwen, Wu Fengmin, Zhang Lingxi, and Cheng Yuxiang. "Research on Massive Inclined Data Loading Technique Based on Multi-Parameter Rendering." In IGARSS 2024 - 2024 IEEE International Geoscience and Remote Sensing Symposium, 4628–30. IEEE, 2024. http://dx.doi.org/10.1109/igarss53475.2024.10640817.

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2

Taylor, Zachary, Joshua Galler, Derek Kelly, Guy Larose, Michelle Browning, Angela Kingsley, and Ted Zoli. "Experimental Investigation of Water Loading for an Inclined Bridge due to Flood Overtopping." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World, 275–82. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0275.

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<p>The potential for bridges being overtopped due to flooding is increasing with climate change. Rather than increasing the elevation of bridges, it is becoming more common to design for the superstructure to withstand the hydrodynamic loads resulting from these overtopping scenarios. The current study employs both wind tunnel testing and water flume testing to provide an understanding of the water loading on the superstructure of a pedestrian bridge. The bridge spanning the potentially flooded channel is at a grade of approximately 5%. Therefore, the portion of the bridge that will be s

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3

Al-Darwish, Zainab A., and Ali A. Al-Jazaairry. "Experimental assessment of piles under uplift inclined loading." In THE 5TH INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING TECHNOLOGIES, 040009. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0236429.

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Kim, Y. S., K. O. Kim, Y. Cho, S. Bang, and K. D. Jones. "Inclined Loading Capacity of Embedded Suction Anchors in Clay." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79035.

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An analytical solution has been developed to estimate the inclined pullout capacity of an embedded suction anchor in clay seafloor. Validation has been made through comparisons with a limited number of centrifuge model test results. Results indicate that the inclined pullout capacity of an embedded suction anchor in clay decreases as the load inclination angle to the horizontal increases. As the point of the load application moves downward, the inclined pullout capacity increases, reaches its peak, and then starts to decrease.

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Phillips, Ryan, Jin Chen, Shawn Trevor Thompson, Rajith Sudilan Dayarathne, Gerry Piercey, and John Barrett. "SIIBED: Soil Response of Dense Sand Under Rapid Inclined Loading." In Offshore Technology Conference. OTC, 2023. http://dx.doi.org/10.4043/32489-ms.

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Abstract The objective of this paper is document numerical and physical modelling carried out under the SIIBED program in order to develop, calibrate and validate a design tool for assessment of risk to subsea infrastructure due to ice keel interaction with pipelines, flexible flowlines, and electrical cables. Soil response is a key factor in the complex interaction between surface-laid flowlines, iceberg keels, and the seabed. In this study, centrifuge model tests and accompanying large-deformation finite element analyses were performed to investigate the soil behavior under various water dep

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Yu, H., and N. Srivastava. "Dynamic Response of a Floating Cylinder Subjected to Coupled Wave and Wind Loading." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-87926.

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The broad objective of the research presented herein is to analyze dynamical interactions in offshore structures under combined wind and wave loads for enhanced power delivery and reliability of hybrid wind-wave generation systems. As an offshore structure representative, a model for an inclined floating cylinder at finite depth is developed employing linear wave theory coupled with wind-induced effects. Although detailed wave models have often been incorporated while studying the dynamics of such cylinders, wind-induced effects have been mostly modeled as an axial drag term that affects the d

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Shekhar, Shashank, and Mohan Kelkar. "Prediction of Onset of Liquid Loading in Vertical, Inclined and Near Horizontal Wells." In SPE North America Artificial Lift Conference and Exhibition. Society of Petroleum Engineers, 2016. http://dx.doi.org/10.2118/181244-ms.

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Sobhan, Khaled, Chittaranjan Patra, B. Sethy, and Braja M. Das. "Bearing Capacity of Circular Foundation on Sand of Limited Thickness under Inclined Loading." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482780.029.

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Ejim, Chidirim. "Establishing Critical Gas Velocities for Liquid Loading in Deviated Gas Wells." In Middle East Oil, Gas and Geosciences Show. SPE, 2023. http://dx.doi.org/10.2118/213620-ms.

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Abstract Severe liquid loading in wells producing from some wet gas reservoirs, results in the well being unable to transport fluids to surface. In field applications, liquid loading is known to be more pronounced in deviated wells than in vertical wells. This study highlights a methodology to estimate the critical velocities for liquid loading in inclined gas wells. Knowledge and use of the technique is of importance to production engineers and stakeholders of a gas asset. Test data from a 3-inch diameter line with inclination from vertical to near horizontal was obtained from open literature

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Guner, M., E. Pereyra, C. Sarica, and C. Torres. "An Experimental Study of Low Liquid Loading in Inclined Pipes from 90° to 45°." In SPE Production and Operations Symposium. Society of Petroleum Engineers, 2015. http://dx.doi.org/10.2118/173631-ms.

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Rapporti di organizzazioni sul tema "Inclined loading"

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Demchyna, Bohdan, and Yaroslav Shydlovskyi. Recommendations for Designing Wooden Arches on Metal-toothed Plates. Intellectual Archive, March 2021. http://dx.doi.org/10.32370/ia_2021_03_18.

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This paper presents the findings of the pilot studies and recommendations for designing of two-hinged wooden arches. The prototype models of wooden arches with the span of 6mand the rise of 1m were designed. The models had a rectangular cross-section of 180x40mm and a T-section of 180x40mm with a plywood plate with the thickness of 6 mm and the width of 500mm. The main objective of the T-section was to ensure the stability of the arch. Each arch was composed of six segments –boards joined by clamping plates. The bowstring truss including two inclined tie bars enables carrying asymmetric loads

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