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Relevant bibliographies by topics / FLAT PLATE STRUCTURAL SYSTEM

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Journal articles

Academic literature on the topic 'FLAT PLATE STRUCTURAL SYSTEM'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "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

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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

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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

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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 t

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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) composi

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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 aer

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