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Journal articles on the topic 'Walls'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 June 2025

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1

Klimenko, L. S., and B. S. Maryshev. "Microchannel cleaning by the external laminar flow." Вестник Пермского университета. Физика, no. 3 (2020): 5–13. http://dx.doi.org/10.17072/1994-3598-2020-3-05-13.

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The paper is devoted to study of the cleaning a microchannel contaminated by solute particles deposited on channel walls. The main and the most common cause of microchannel clogging is sorption of solute particles on channel walls or “physical sorption”. In this paper, we study the problem of the drift of solid non-interacting particles into a microchannel, which can stick to its walls due to Van der Waals interactions and break away from the wall due to viscous stress. A constant pressure drop is fixed between the inlet and the outlet of the channel. At the initial time moment, the channel walls are contaminated with adhering particles, i.e. the form of walls affects the formation of the flow structure through the channel. Over time, under the action of viscous stress the particles detach from the channel walls, thus cleaning occurs. The interaction of the detached particles with the flow is taken into account within the Stokes approximation. In addition, the model takes into account random walks caused by diffusion. The problem is solved numerically in the framework of the random walk model. The evolution of the fluid flow in the channel during its cleaning is obtained. The dependences of the concentration of settled particles on the flow rate and the strength of the Van der Waals interaction between particle and wall are determined. The dependence of the flow rate through the channel cross section on the concentration of settled particles was investigated. The channel cleaning time was estimated.

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2

Shahzeb. "Seismic capacity evaluation of fly ash brick masonry walls after retrofitting." World Journal of Advanced Engineering Technology and Sciences 12, no. 2 (2024): 762–65. http://dx.doi.org/10.30574/wjaets.2024.12.2.0339.

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The objective of this study was to examine the in-plane lateral load behavior of two full-scale fly ash brick masonry walls one unreinforced and the other confined before and after retrofitting. The quasi-static load test findings are shown here. The construction of the walls closely followed the masonry methods prevalent in Pakistan and throughout South Asia. Prior to retrofitting, the walls were tested to their peak resistance. The damaged walls were then retrofitted using grout injection followed by a ferrocement overlay and retested until they ultimately failed under identical condition. The damage pattern, energy dissipation, and force-deformation behavior of the walls evaluated both before and after retrofitting were used to evaluate the efficacy of the suggested confinement and retrofitting plan. Prior to retrofitting, test findings indicate that restricted masonry walls have nearly double the capacity of unreinforced masonry walls. The test findings following the retrofit show that the applied retrofitting strategy greatly increased the unreinforced masonry wall's lateral load capacity, while it had only a little positive impact on the confined masonry walls.

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3

Filiatrault, A., and R. O. Foschi. "Static and dynamic tests of timber shear walls fastened with nails and wood adhesive." Canadian Journal of Civil Engineering 18, no. 5 (1991): 749–55. http://dx.doi.org/10.1139/l91-091.

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This paper presents an experimental investigation into the seismic behaviour of timber shear walls fastened with nails alone or with nails in combination with wood adhesive. The responses of both types of shear walls were determined under slow, quasi-static racking loads and also under dynamic, earthquake-induced conditions. The experimental results showed that the introduction of the adhesive makes shear walls much stronger but also more brittle than conventional nailed walls. It was observed that shear walls incorporating nails and adhesive behaved almost linearly to failure. To obtain the most out of the adhesive capacity, however, the wood framing should be designed with special attention to the connections between framing members and the anchoring of the wall's base plate. These details control the capacity of the frame to sustain the loads induced by the stiffer adhesive joints. Key words: adhesive, earthquake, tests, timber construction, shear walls, wood.

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4

Casey, Edward S., and Mary Watkins. "From Perishing in the Shadows of Walls to Renewed Life in Vital Borderlands: Walls Beget Walls, Walls Beget “Better” Walls." Journal of Chinese Philosophy 45, no. 1-2 (2018): 111–18. http://dx.doi.org/10.1163/15406253-0450102011.

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5

Casey, Edward S., and Mary Watkins. "From Perishing In The Shadows Of Walls To Renewed Life In Vital Borderlands: Walls Beget Walls, Walls Beget “Better” Walls." Journal of Chinese Philosophy 45, no. 1-2 (2018): 111–18. http://dx.doi.org/10.1111/1540-6253.12338.

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6

Ziya, Ahmed Cavit, and Abdulkerim İlgün. "Effect of a Novel Dowel and Cramp on the In-Plane Behavior of Multi-Leaf Stone Masonry Walls Proposed for Modern Masonry Buildings." Buildings 13, no. 5 (2023): 1235. http://dx.doi.org/10.3390/buildings13051235.

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This study discusses the experimental assessment of the in-plane mechanical behavior of a multi-leaf stone masonry wall built from cut stone and reinforced with metal connectors (cramps and dowels). Inspired by conventional multi-leaf stone walls, the wall is meant for use in modern stone masonry buildings. The wall is constructed from two parallel load-bearing walls with a cavity between them, which aims to conceal the installation and insulation needed in modern buildings. The load-bearing walls are connected with cramps and dowels at certain intervals, so the wall works as a single section against horizontal and vertical loads. To characterize the in-plane behavior of the proposed wall, compressive, triplet, and diagonal compression tests were conducted to investigate the compressive strength, shear strength, modulus of elasticity, stiffness, ductility, and energy absorption of the wall. Compared with dry and mortar joint walls, dowels increased the wall’s initial shear capacity by 11 and 19 times, respectively. Applying cramps without curving channels inside the individual stone elements decreased the compressive strength by 18%. The energy absorption of the designed walls with metal connectors was substantially increased to that of the specimens representing conventional stone walls. The results show the wall’s applicability due to its higher shear strength and minimal drop in compressive strength, which is within acceptable limits.

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7

Suwal, Rajan, and Aakarsha Khawas. "Performance of Reinforced Concrete Shear Wall In Dual Structural System: A Review." Nepal Journal of Science and Technology 21, no. 1 (2022): 91–100. http://dx.doi.org/10.3126/njst.v21i1.49918.

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A dual structural system consists of a momentresisting frame, and vertical reinforced concrete walls called shear walls. Shear walls used in tall buildings are generally located around elevator cores and stairwells. Many possibilities exist in a tall building regarding the location, shape, number, and arrangement of shear walls. Shear walls generally start at the foundation level and are continuous throughout the building height. Their thickness can be as low as 150mm in lowrise to medium-rise buildings or as high as 400mm in high-rise buildings. To establish an effective lateral force-resisting system, the shear walls are located in preferable positions in a structure that minimizes lateral displacements. The shear walls are situated in ideal locations to be symmetrical and torsional effects get reduced. Based on the comparison of various literature regarding the shear wall positions, the shear wall placement at the core or the corners of the structure symmetrically gives the best performance to reduce displacement and story drift. Also, lateral displacement diminishes when the shear wall’s thickness increases.

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8

Imao, Shigeki, Satoshi Kikuchi, Yasuaki Kozato, and Takayasu Hayashi. "FLOW CHARACTERISTICS OF PLANE WALL JET WITH SIDE WALLS ON BOTH SIDES(Wall Jet and Wall Flow)." Proceedings of the International Conference on Jets, Wakes and Separated Flows (ICJWSF) 2005 (2005): 73–78. http://dx.doi.org/10.1299/jsmeicjwsf.2005.73.

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9

Mo, You, Pan Guo, Jun Lu, et al. "Study on the Influence of Window Openings on Seismic Performance of Stone Walls of Tibetan and Qiang Dwellings." Buildings 14, no. 12 (2024): 3829. http://dx.doi.org/10.3390/buildings14123829.

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This study focuses on the effect of window openings on the seismic performance of the stone walls of Tibetan and Qiang dwellings. A typical stone wall of a Tibetan and Qiang dwelling constructed using irregular stone and yellow mud masonry in Li County, Sichuan Province, was chosen as a prototype, and two stone walls with different structural window openings were designed for proposed static tests and microscopic electron microscope scanning (SEM), which obtained the damage patterns and microscopic damage mechanisms of the walls and analyzed them in comparison with the test results of the stone walls without window openings. At the same time, a finite element model was established based on the test parameters to study the effects of opening size, shape, and aspect ratio on the seismic performance of the stone walls of Tibetan and Qiang dwellings. The findings indicate that “X”-shaped cracks at the corners of the window openings and extending to the surrounding areas are the primary damage characteristics. The unique microstructure of yellow clay and schist leads to the faster appearance of wall cracks. The peak load, stiffness, and energy dissipation of the windowed walls were less than those of the windowless walls. It was found through simulation that the seismic performance of the wall decreases with the increase in the opening size; as the wall’s openings take on different shapes, the ultimate bearing capacity steadily declines with the order of circular, square, triangular, trapezoidal, and rectangular; and under a range of aspect ratios, the wall’s seismic performance is best when the opening’s aspect ratio is 1:1. The research results of this paper are of reference value for the research, design, and construction of stone walls and other non-engineered masonry works of Tibetan and Qiang dwellings.

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10

Zhiyang, Zhang. "Walls." Chinese Studies in Philosophy 25, no. 3 (1994): 6–30. http://dx.doi.org/10.2753/csp1097-146725036.

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11

Childs, James M. "Walls." Dialog 56, no. 3 (2017): 209–11. http://dx.doi.org/10.1111/dial.12327.

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12

Parfitt, Rose Sydney. "Walls." New Perspectives 28, no. 1 (2020): 51–56. http://dx.doi.org/10.1177/2336825x20909678.

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13

Hauser, Joshua M. "Walls." Hastings Center Report 50, no. 3 (2020): 12–13. http://dx.doi.org/10.1002/hast.1121.

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14

Deborah Stevenson. "Walls within Walls (review)." Bulletin of the Center for Children's Books 64, no. 3 (2010): 149. http://dx.doi.org/10.1353/bcc.2010.0198.

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15

Burstein, Jonathan L. "Walls of Canvas, Walls of Steel." Annals of Emergency Medicine 49, no. 5 (2007): 589. http://dx.doi.org/10.1016/j.annemergmed.2007.01.016.

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16

Shin, Hye Kyung, Kyoung Woo Kim, A. Yeong Jeong, and Kwan Seop Yang. "Analysis of Sound Insulation Performance of Reinforce Concrete Walls between Households According to Wall Thickness Criteria in Apartments." Applied Mechanics and Materials 873 (November 2017): 237–42. http://dx.doi.org/10.4028/www.scientific.net/amm.873.237.

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Sound insulation between households is properly ensured to provide a quiet residential environment in apartments. The legal requirements for sound insulation in apartments in Korea are set to meet the wall’s minimum thickness or sound insulation performance. When construction companies choose the walls that satisfy thethickness in the standards of boundary walls between households, it is difficult to know the sound insulation performance. In this study, the sound insulation performance of reinforced concrete walls is predicted according to the wall thickness criteria and analyzed through field measurements. In newly built apartments, the reinforced concrete wall’s sound insulation performance(R'w) is 56 – 66 dB, which is a similar level of the international criterion. And the sound insulation performance of the reinforced concrete wall according to thickness standards is similar to sound insulation performance standardsof Korea.

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17

Xu, Ming, Yong Qin Yao, Liang Chen, and Zhong Fan Chen. "Experimental Study on Seismic Behavior of Cold-Formed Thin-Walled Steel R.C.Shear Wall." Advanced Materials Research 446-449 (January 2012): 708–13. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.708.

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CTSRC (cold-formed thin-walled steel reinforced concrete) shear walls system studied herein is made up of cold-formed steel and concrete. Five shear walls were tested quasi-statically under low cyclic lateral loads. The characteristics including failure modes, hysteretic characteristics, ductility and stiffness degradation are investigated. Analytical result indicates that, the CTSRC shear wall structure possess adequate bearing capacity, good seismic performance and high ductility. Stirrup ratio of the restrained side columns had no significant influence on wall’s bearing capacity, but walls with higher stirrup ratio show higher ductility.

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18

Wu, Yunfa, Bin Hua, Sarula Chen, and Jimo Yang. "FDS-Based Study of the Fire Performance of Huizhou Fire Seal Walls in Traditional Residential Buildings in Southern China." Fire 6, no. 10 (2023): 388. http://dx.doi.org/10.3390/fire6100388.

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In the history of human civilization, traditional villages and buildings have been significantly threatened by fire. As an essential part of Huizhou traditional architecture, fire seal walls play a crucial role in preserving Huizhou architecture by effectively blocking the spread of fire. However, with economic and social development, the Huizhou fire seal wall’s original fire prevention function has been unable to meet the needs of modern fire protection. This study aims to explore the fire performance of different types of Huizhou fire seal walls to provide a reference guide for future fire protection, optimization, and transformation of traditional buildings. In this paper, 3D models of traditional buildings with fire seal walls were built with FDS, and the performance of the different kinds of fire seal walls was simulated under the influence of wind speeds, building spacing, and the height of the vertical ridge of the fire seal wall. The results showed that, under the same conditions, a fire seal wall with a single eave is superior to fire seal walls with quintuple eaves in terms of performance, and fire seal walls with quintuple eaves are superior to fire seal walls with triple eaves in the middle and late stages of a fire. In addition, wind speeds, building spacing, and the height of the vertical ridge have different effects on the fire performance of seal walls. Lower wind speeds can reduce the fire performance of fire seal walls, and no wind and higher wind speeds have no significant effect on the fire performance of fire seal walls, while increasing the height of the vertical ridge and fire spacings appropriately can improve the fire performance of fire seal walls. This study provides a reference guide for future fire protection, optimization, and transformation of Huizhou fire seal walls, which can help improve the fire safety of traditional buildings.

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19

Rensburg, E. J. Janse van, E. Orlandini, A. L. Owczarek, A. Rechnitzer, and S. G. Whittington. "Self-avoiding walks in a slab with attractive walls." Journal of Physics A: Mathematical and General 38, no. 50 (2005): L823—L828. http://dx.doi.org/10.1088/0305-4470/38/50/l01.

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20

Rubaii, Kali. "“Concrete Soldiers”: T-walls and Coercive Landscaping in Iraq." International Journal of Middle East Studies 54, no. 2 (2022): 357–62. http://dx.doi.org/10.1017/s0020743822000435.

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Standing inside a t-wall factory in Erbil in the summer of 2021, I was struck by the fact that, nearly twenty years after the US invasion of Iraq, these military walls were still in production. T-walls are six-ton steel-reinforced, blast-proof concrete wall segments named for their upside-down t-shape (Fig. 1). They were introduced to Afghanistan and Iraq in the early 2000s. Derivative of the Berlin wall's design, they are recognizable to those who have witnessed the Israeli separation wall, which is composed of thousands of t-walls lined up.

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21

McIlwraith, Elaine. "Bridges or Walls? Or Bridges are Walls?" Anthropological Journal of European Cultures 30, no. 1 (2021): 134–43. http://dx.doi.org/10.3167/ajec.2021.300110.

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This Forum contribution considers the idea of bridges and walls. It compares two cultural programmes in Granada, Andalusia, that use the concepts of ‘dialogue’ and ‘tolerance’ along with the idea of a bridge between Spain and Europe, and the Arab-Islamic world. Ethnographic data suggest that the idea of bridges and walls are not always mutually exclusive. The former can incorporate subtleties that reinforce the latter. Consolidation of either depends on how closely hegemonic and subaltern narratives align. Even when bridge narratives have a significant presence within a country, ideas of walls at national borders reinforce the exclusion of an imagined ‘Other’. Considering hegemonic processes helps to clarify the emergence of these narratives and their effects on both cross-border and local ethnic connections.

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22

Weertman, J. "Interface tilt walls, shear walls and cracks." Physica Scripta T44 (January 1, 1992): 145–50. http://dx.doi.org/10.1088/0031-8949/1992/t44/024.

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23

Bhuvaneswari, K. "Behind the Walls to Beyond the Walls." Institutionalised Children Explorations and Beyond 4, no. 1 (2017): 52–61. http://dx.doi.org/10.1177/2349301120170107.

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24

Bhuvaneswari, K. "Behind The Walls to Beyond the Walls." Institutionalised Children Explorations and Beyond 4, no. 1 (2017): 52. http://dx.doi.org/10.5958/2349-3011.2017.00006.8.

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25

Constantinescu, S. "Heavy and light masonry walls impact on medium height reinforced concrete frames buildings." IOP Conference Series: Materials Science and Engineering 1283, no. 1 (2023): 012004. http://dx.doi.org/10.1088/1757-899x/1283/1/012004.

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Abstract The paper studies the influence of light weight aerated autoclaved concrete (AAC) partitioning walls to a medium height reinforced concrete structure, in Bucharest (Romania). The building is designed as a framed structure with non-bearing AAC walls placed in certain bays. There is a bearing full bricks masonry wall in one of the bays. Full bricks are used because of its high strength compared to AAC. The aim is to determine the importance of the masonry walls placement, both full bricks and AAC, for the building’s behavior. The analysis points out the structure’s elastic and plastic behavior and also the efforts developed in the non-bearing walls. The bearing masonry wall’s behavior is very important, because the structure is built in a high seismic area. To extend the study, the full bricks wall is replaced with a reinforced concrete one. This is done to see how it impacts the building’s behavior, for both the elastic and plastic stage. The paper concludes that AAC, full bricks and concrete walls placements have a significant influence on the structure.

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26

Abdullina, Dina U., Elena A. Korznikova, Volodymyr I. Dubinko, et al. "Mechanical Response of Carbon Nanotube Bundle to Lateral Compression." Computation 8, no. 2 (2020): 27. http://dx.doi.org/10.3390/computation8020027.

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Structure evolution and mechanical response of the carbon nanotube (CNT) bundle under lateral biaxial compression is investigated in plane strain conditions using the chain model. In this model, tensile and bending rigidity of CTN walls, and the van der Waals interactions between them are taken into account. Initially the bundle in cross section is a triangular lattice of circular zigzag CNTs. Under increasing strain control compression, several structure transformations are observed. Firstly, the second-order phase transition leads to the crystalline structure with doubled translational cell. Then the first-order phase transition takes place with the appearance of collapsed CNTs. Further compression results in increase of the fraction of collapsed CNTs at nearly constant compressive stress and eventually all CNTs collapse. It is found that the potential energy of the CNT bundle during deformation changes mainly due to bending of CNT walls, while the contribution from the walls tension-compression and from the van der Waals energies is considerably smaller.

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27

Authors and Artists, Multiple. "Soft Walls." ti< 10, no. 1 (2021): 2–8. http://dx.doi.org/10.26522/ti.v10i1.2748.

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Catalogue of art exhibition Soft Walls at City Hall, St. Catharines, Ontario. Artists and authors from the Centre for Studies in Arts and Culture (STAC) and the Department of Visual Arts (VISA), Marilyn I. Walker School of Fine and Performing Arts, Brock University.

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28

Pérezts, Mar. "Three walls." Gender, Work & Organization 28, S2 (2021): 510–14. http://dx.doi.org/10.1111/gwao.12664.

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29

Le, Phi-Oanh. "Palace Walls." Amerasia Journal 17, no. 2 (1991): 27–35. http://dx.doi.org/10.17953/amer.17.2.bml0518h4110273j.

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30

Sonta, Andrew. "Magic Walls." Joule 5, no. 8 (2021): 1930–33. http://dx.doi.org/10.1016/j.joule.2021.07.018.

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31

Bibi, Lynne. "Adding Walls." International Journal for Innovation Education and Research 6, no. 4 (2018): 83–102. http://dx.doi.org/10.31686/ijier.vol6.iss4.1004.

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This study investigates Grade 10 English teachers’ awareness of place and street art in two schools’ learning environments in Ras Beirut, Lebanon. Overall, this study aims to demonstrate the gap in and need for teaching critical literacy and advocates street art as a multimodal text to accomplish this. This research employs mixed methods in multiple case studies to address research questions. Teachers were given a mapping activity to gauge awareness and a follow-up semi-structured interview was conducted. This study engages with literature from fields of street art, place-based learning, multimodality, critical literacy, and teacher identities to create a theatre in which to advocate using street art for critical literacy pedagogy. These fields of literature then shaped a discussion, which ultimately revealed low awareness of place and street art and a need for richer cultural connections with place for both students and teachers.

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32

Bettencourt, Michael. "Boundary Walls." College English 58, no. 7 (1996): 837. http://dx.doi.org/10.2307/378419.

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33

Plantinga, Alvin. "Ad Walls." Philosophy and Phenomenological Research 51, no. 3 (1991): 621. http://dx.doi.org/10.2307/2107882.

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34

Grant, Michael, and Lorraine Talbot. "‘Chinese Walls’." Journal of Financial Crime 7, no. 4 (2000): 336–44. http://dx.doi.org/10.1108/eb025955.

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35

Pellizzi, Francesco. "Glass Walls." Res: Anthropology and aesthetics 52 (September 2007): 93–96. http://dx.doi.org/10.1086/resv52n1ms20167744.

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36

Plummer, John. "Swift walls." Nature Materials 14, no. 3 (2015): 260. http://dx.doi.org/10.1038/nmat4242.

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37

Simões, M., and A. J. Palangana. "Forbidden walls." Physical Review E 60, no. 3 (1999): 3421–24. http://dx.doi.org/10.1103/physreve.60.3421.

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38

Ghosez, Philippe, and Jean-Marc Triscone. "Reactive walls." Nature 515, no. 7527 (2014): 348–50. http://dx.doi.org/10.1038/515348a.

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39

Ansell, David. "Moving walls." Physics World 21, no. 07 (2008): 21. http://dx.doi.org/10.1088/2058-7058/21/07/33.

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40

Ibitayo, Kristina. "Faceless walls." Families, Systems, & Health 27, no. 4 (2009): 374. http://dx.doi.org/10.1037/a0017963.

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41

Rosenthal, Joseph A. "Crumbling Walls:." Journal of Library Administration 14, no. 1 (1991): 9–17. http://dx.doi.org/10.1300/j111v14n01_02.

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42

Wells, William A. "Antiviral walls." Journal of Cell Biology 171, no. 1 (2005): 11. http://dx.doi.org/10.1083/jcb1711rr3.

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43

Blackwood, Roy E. "Great Walls." American Journalism 7, no. 1 (1990): 6–9. http://dx.doi.org/10.1080/08821127.1990.10731224.

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44

Grier, David Alan. "Virtual Walls." Computer 42, no. 3 (2009): 8–10. http://dx.doi.org/10.1109/mc.2009.98.

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45

Patel, Prachi. "Smart Walls." Scientific American 319, no. 1 (2018): 22. http://dx.doi.org/10.1038/scientificamerican0718-22.

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46

Petch, Tolek. "Chinese walls." Cambridge Law Journal 58, no. 3 (1999): 461–99. http://dx.doi.org/10.1017/s0008197399303019.

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UNDER what circumstances may a solicitor or forensic accountant who has obtained confidential information from a client act against him? This question was considered by the House of Lords in H.R.H. Prince Jefri Bolkiah v. KPMG [1999] 2 W.L.R. 215, where the House reconsidered Rakusen v. Ellis, Munday&Clarke [1912] 1 Ch. 831 and found the criticisms, both academic and judicial, of the test laid down by the Court of Appeal to be well founded.

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47

Schreiber, Melvyn H. "Stone walls…" Academic Radiology 4, no. 2 (1997): 160. http://dx.doi.org/10.1016/s1076-6332(97)80018-9.

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48

Dimitrova-Vulchanova, Mila. "Incremental “Walls”." Nordic Journal of Linguistics 21, no. 1 (1998): 1–16. http://dx.doi.org/10.1017/s0332586500004121.

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The present paper addresses the well-known alternation type “spray paint on the wall/ spray the wall with paint” which has received extensive attention in the literature. The discussion is based on Germanic data (English, German and Norwegian) and data from one Slavic language (Bulgarian). In trying to amend previous proposals (e.g. Tenny 1987, 1994, Jackendoff 1996) and resolve issues left open in those works, the current analysis suggests that the semantic properties of both entities involved in a situation denoted by “spray” are relevant for the aspectual properties of the respective constructions headed by “spray”, i.e. both the substance sprayed, and the surface subjected to spraying. It is proposed that the aspectual properties of such constructions reside primarily in the semantic characterization, including the ontological properties, of the latter, coupled to their linguistic realization as distinct types of noun phrases.

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49

Saada, G., and E. Bouchaud. "Dislocation walls." Acta Metallurgica et Materialia 41, no. 7 (1993): 2173–78. http://dx.doi.org/10.1016/0956-7151(93)90387-8.

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50

Sperlinger, Tom. "Without Walls." Cambridge Quarterly 44, no. 2 (2015): 166–71. http://dx.doi.org/10.1093/camqtly/bfv010.

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