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Gotowe bibliografie tematyczne / FLAT PLATE STRUCTURAL SYSTEM

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Artykuły w czasopismach

Gotowa bibliografia na temat „FLAT PLATE STRUCTURAL SYSTEM”

Autor: Grafiati

Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "FLAT PLATE STRUCTURAL SYSTEM"

1

Firmansyah, Tomi. "REDESIGN BUILDING STRUCTURE RSGM UGM PROF. SOEDOMO USING FLAT SLAB METHOD WITH DROP PANELS." Inersia: Jurnal Teknik Sipil 12, no. 2 (2020): 98–103. http://dx.doi.org/10.33369/ijts.12.2.98-103.

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Flat slab is reinforced concrete plate construction without beam. Without using beam, the obtainable profit is to minimize concrete volume, height/floor, and structural load. Other profits are simpler and economic reinforcement, scaffolding, and formwork. In this study, structural redesign of RSGM UGM Prof. Soedomo Yogyakarta building was made by using flat slab method. The objective of this study was to find structural dimension of floor and roof plates as well as reinforcement of the RSGM UGM Prof. Soedomo Building using structural system of flat slab, dimension of structural column and drop panel as well as reinforcement of the RSGM UGM Prof. Soedomo Building using structural system of flat slab. This method was to redesign using flat slab method complying with the standard of SNI 2847-2013 and software ETABS 2017. The results of analysis and calculation of structural dimension using flat slab method showed floor plate thickness of 170 mm; roof plate thickness, 120 mm; drop panel thickness, 270 mm with drop panel width of 2000 mm in direction x and 1500 mm in direction y, as well as use of column dimension of 500 mm x 500 mm. The analysis using software ETABS 2016 showed building structure in period (T) of 1.07 seconds.Keywords: RSGM UGM Prof. Soedomo Building, Drop Panel, Flat slab.

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2

Patil, Virendra P., and Vik ram. "Analytical Study on Effective Width of Equivalent Frame Flat Plate Structural System Subjected to Seismic Loads." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 56–62. http://dx.doi.org/10.9756/bijmmi.8157.

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3

Pavlikov, Andrii, Serhii Mykytenko, and Anton Hasenko. "Effective Structural System for the Affordable Housing Construction." International Journal of Engineering & Technology 7, no. 3.2 (2018): 291. http://dx.doi.org/10.14419/ijet.v7i3.2.14422.

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This article falls within vital question in quickly builds construction – theoretical method for calculating the slabs and columns of such buildings. Calculation research of buildings with reinforced concrete frame slabs is described in the article. The features of work the collapsible flat plate ceiling in composition of reinforced concrete framework of building are analyzed. Problems in the design of framework building are considered in order to increase its reliability. The suggestions for directions of perfection the calculation of flat plate frame construction elements are proposed in the article. The novelty of this work is to get new theoretical data about bearing capacity and deformability of structural system for the affordable housing construction from reinforced concrete.

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4

Magerramov, Vagif Ali, and Mehman Huseyn Hasanov. "DYNAMIC PARAMETERS OF ELASTIC PLATE OPTICAL SWITCH DRIVES." SYNCHROINFO JOURNAL 6, no. 3 (2020): 20–23. http://dx.doi.org/10.36724/2664-066x-2020-6-2-20-23.

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The methods and means of improving the efficiency and the parameters of the dynamic parameters of the elastic plate of the optical commutator drive using advanced information and telecommunication technologies are analyzed. The bandwidth of optical communication networks based on systems with flat spring-loaded optical drive switch rods is investigated. On the basis of the study, the dynamic parameters of the elastic plate of the optical commutator drive are proposed a structural-functional scheme of a system with flat spring-loaded plates and linear algebraic equations for the dynamics of an elastic plate with the aid of which the equation for small oscillations of a rod near a rectilinear position is compiled. The equations of dynamics of systems with flat spring-loaded optical drive switch rods are considered and determined. On the basis of the system-technical analysis, a general integral of the spring deflection equation is determined. With the help of the solution, the equation for the dynamics of an elastic plate obtained a mathematical expression of the displacement of the upper end of the rod vertically of the spring-loaded drive system of the optical commutator.

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5

Huang, Ling. "Study on the Structural Floor Design of High-Rise Buildings." Applied Mechanics and Materials 256-259 (December 2012): 1017–21. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1017.

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There is a high-rise building whose main structure is framework - core tube. In order to meet the requirements for architectural features, the distance between the outer frame and the exterior wall of core tube is relatively small, therefore the floor structure program adopts a thick plate and wide flat beam floor system, and part floors of the upper structure adopt a thick plate and dark beam system. As wide flat beams (dark beams) have a small height and cannot form effective support for the floor, special analysis has been made on floors from the security point of view without considering the role of wide flat beams (dark beams). The floor system of this high-rise building has been analyzed and discussed with regard to bearing capacity, deformation, comfort and other aspects.

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6

SUZUKI, Koichi, Tomohiro YOSHIDA, Akio TOMITA, and Yukitada OGIHARA. "PRODUCTIVITY AND STRUCTURAL PERFORMANCE OF STEEL/PRECAST CONCRETE HYBRID STRUCTURAL SYSTEM USING FLAT-STEEL-PLATE-CONNECTIONS." AIJ Journal of Technology and Design 5, no. 7 (1999): 157–60. http://dx.doi.org/10.3130/aijt.5.157.

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7

Kang, Thomas H. K., John W. Wallace, and Kenneth J. Elwood. "Nonlinear Modeling of Flat-Plate Systems." Journal of Structural Engineering 135, no. 2 (2009): 147–58. http://dx.doi.org/10.1061/(asce)0733-9445(2009)135:2(147).

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8

Kim, Dong-Jin, Hyun-Oh Shin, and Chi-Hyung Ahn. "Concrete Curing System Using Flat-Plate Induction Heating Coil." Journal of the Korean Society for Railway 25, no. 10 (2022): 686–93. http://dx.doi.org/10.7782/jksr.2022.25.10.686.

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9

Mohamed, Osama Ahmed, Manish Kewalramani, and Rania Khattab. "Fiber Reinforced Polymer Laminates for Strengthening of RC Slabs against Punching Shear: A Review." Polymers 12, no. 3 (2020): 685. http://dx.doi.org/10.3390/polym12030685.

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Reinforced concrete flat slabs or flat plates continue to be among the most popular floor systems due to speed of construction and inherent flexibility it offers in relation to locations of partitions. However, flat slab/plate floor systems that are deficient in two-way shear strength are susceptible to brittle failure at a slab–column junction that may propagate and lead to progressive collapse of a larger segment of the structural system. Deficiency in two-way shear strength may be due to design/construction errors, material under-strength, or overload. Fiber reinforced polymer (FRP) composite laminates in the form of sheets and/or strips are used in structurally deficient flat slab systems to enhance the two-way shear capacity, flexural strength, stiffness, and ductility. Glass FRP (GFRP) has been used successfully but carbon FRP (CFRP) sheets/strips/laminates are more commonly used as a practical alternative to other expensive and/or challenging methods such column enlargement. This article reviews the literature on the methodology and effectiveness of utilizing FRP sheets/strips and laminates at the column/slab intersection to enhance punching shear strength of flat slabs.

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10

Onoue, Kyohei, and Kenneth S. Breuer. "Vortex formation and shedding from a cyber-physical pitching plate." Journal of Fluid Mechanics 793 (March 14, 2016): 229–47. http://dx.doi.org/10.1017/jfm.2016.134.

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We report on the dynamics of the formation and growth of the leading-edge vortex and the corresponding unsteady aerodynamic torque induced by large-scale flow-induced oscillations of an elastically mounted flat plate. All experiments are performed using a high-bandwidth cyber-physical system, which enables the user to access a wide range of structural dynamics using a feedback control system. A series of two-dimensional particle image velocimetry measurements are carried out to characterize the behaviour of the separated flow structures and its relation to the plate kinematics and unsteady aerodynamic torque generation. By modulating the structural properties of the cyber-physical system, we systematically analyse the formation, strength and separation of the leading-edge vortex, and the dependence on kinematic parameters. We demonstrate that the leading-edge vortex growth and strength scale with the characteristic feeding shear-layer velocity and that a potential flow model using the measured vortex circulation and position can, when coupled with the steady moment of the flat plate, accurately predict the net aerodynamic torque on the plate. Connections to previous results on optimal vortex formation time are also discussed.

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