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Artykuły w czasopismach na temat „FLAT PLATE STRUCTURAL SYSTEM”

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Data publikacji: 11 września 2023

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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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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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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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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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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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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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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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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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11

Villeneuve, Eric, Sebastian Ghinet, and Christophe Volat. "Experimental Study of a Piezoelectric De-Icing System Implemented to Rotorcraft Blades." Applied Sciences 11, no. 21 (2021): 9869. http://dx.doi.org/10.3390/app11219869.

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A four-year project investigating the use of piezoelectric actuators as a vibration-based low power de-icing system has been initiated at the Anti-Icing Materials Laboratory. The work done preceding this investigation consisted of studying, numerically and experimentally, the system integration to a flat plate structure, the optimal excitation of the system, the resonant structural modes and the shear stress amplitudes to achieve de-icing for that structure. In this new investigation, the concepts and conclusions obtained on the flat plate structure were used to design and integrate the system

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12

Liu, Jinrong, Ying Tian, and Sarah L. Orton. "Resistance of Flat-Plate Buildings against Progressive Collapse. II: System Response." Journal of Structural Engineering 141, no. 12 (2015): 04015054. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001295.

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13

Ghodratian-Kashan, Seyyed M., and Shervin Maleki. "Cyclic Performance of Corrugated Steel Plate Shear Walls with Beam-Only-Connected Infill Plates." Advances in Civil Engineering 2021 (July 21, 2021): 1–18. http://dx.doi.org/10.1155/2021/5542613.

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Lately, Corrugated Steel Plate Shear Walls (CSPSWs) have gained significance and reputation for being effective lateral force-resisting systems. Corrugated plates are characterized by greater out-of-plane stiffness and buckling stability than flat plates, ensuring their enhanced hysteretic behavior. In ordinary Steel Plate Shear Walls (SPSWs), infill plates are fixed to beams and columns. But, detaching the infill plate from columns and connecting it to the beams only is assumed here as a method for reducing column demands. The current study explores the cyclic performance of CSPSWs with beam-

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14

Yang, Chun Hui, Zhong Qing Su, Lin Ye, Ye Lu, and Michael Bannister. "Propagation Characteristics of Lamb Waves in Stringer-Stiffened Panels." Key Engineering Materials 334-335 (March 2007): 637–40. http://dx.doi.org/10.4028/www.scientific.net/kem.334-335.637.

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Stringer-stiffened plate-like structure is a typical engineering structure and its structural integrity is critical. A guided Lamb wave-based damage identification scheme and an online structural health monitoring (SHM) system with an integrated PZT-sensor network were developed. In the previous studies, the specimens were relatively simple. In this paper, the abovementioned method was extended to the stiffened plate-like structure—a flat plate reinforced by stringer. FE dynamic simulation was applied to investigate the Lamb wave propagation characteristics due to the existence of stringer wit

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15

Bocko, Jozef, Peter Sivák, Ingrid Delyová, and Štefánia Šelestáková. "Modal Analysis of Circular Plates." Applied Mechanics and Materials 611 (August 2014): 245–51. http://dx.doi.org/10.4028/www.scientific.net/amm.611.245.

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In engineering practice, some of the structural elements take the form of a thin planar plate. For such elements, it is sometimes important to consider dangerous condition of resonance. A structural element cannot operate in the range of resonant frequencies. It is therefore necessary to determine natural frequencies and normal modes of vibration of such structural elements. Parts of the paper are the results of the analysis of natural frequencies and normal modes of vibration using FEM program Cosmos. The subject of the analysis was a thin flat circular plate considered in three modifications

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16

Wadee, M. Khurram, David J. B. Lloyd, and Andrew P. Bassom. "On the interaction of uni-directional and bi-directional buckling of a plate supported by an elastic foundation." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 472, no. 2188 (2016): 20150873. http://dx.doi.org/10.1098/rspa.2015.0873.

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A thin flat rectangular plate supported on its edges and subjected to in-plane loading exhibits stable post-buckling behaviour. However, the introduction of a nonlinear (softening) elastic foundation may cause the response to become unstable. Here, the post-buckling of such a structure is investigated and several important phenomena are identified, including the transition of patterns from stripes to spots and back again. The interaction between these forms is of importance for understanding the possible post-buckling behaviours of this structural system. In addition, both periodic and some lo

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17

Celik, Ozan Cem, Haluk Sucuoğlu, and Ugurhan Akyuz. "Forced Vibration Testing and Finite Element Modeling of a Nine-Story Reinforced Concrete Flat Plate-Wall Building." Earthquake Spectra 31, no. 2 (2015): 1069–81. http://dx.doi.org/10.1193/091212eqs287m.

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Tunnel form buildings, owing to their higher construction speed and quality, lower cost, and superior earthquake resistance over that of conventional reinforced concrete buildings, have been widely used for mass housing, urban renewal, and post-earthquake reconstruction projects all over the world as well as in Turkey. However, there have been few dynamic tests performed on existing buildings with this structural system. This study investigates the dynamic structural properties of a typical nine-story reinforced concrete flat plate-wall building by forced vibration testing and develops its thr

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18

K V, Smrithi, and Jisha P. "Seismic Analysis of a Multi-Storey Building with Different Types of Slabs." Journal of Structural Technology 8, no. 2 (2023): 1–14. http://dx.doi.org/10.46610/jost.2023.v08i02.001.

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Earthquake plays an influential role in the analysis and design of structures. Unless the structures are designed and constructed to withstand seismic forces, failure cannot be avoided. Buildings can be made seismically sound with proper structure design, detailing and construction practice. The configuration of a building is very much important for the seismic performance of buildings. The important aspects that affect the seismic configuration of a building are overall geometry and structural system. This parameter varies in their behaviour in the flat slab, waffle slab and conventional slab

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19

Marwa, Hassan, Yvan Beliveau, and Somayeh Asadi. "Experimental Evaluation of a Newly Developed Flat Plate Integrated Solar Collector System." Journal of Energy Engineering 139, no. 1 (2013): 48–53. http://dx.doi.org/10.1061/(asce)ey.1943-7897.0000093.

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20

Andrade, Luis, Robin S. Langley, Tore Butlin, Matthew de Brett, and Ole M. Nielsen. "Experimental validation of variance estimation in the statistical energy analysis of a structural-acoustic system." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 233, no. 18 (2019): 6448–59. http://dx.doi.org/10.1177/0954406219843571.

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The Statistical Energy Analysis (SEA) approach has largely been used in vibro-acoustic modelling to predict the averaged energy in coupled vibrating structures and acoustic cavities. The average is performed over an ensemble of nominally identical built-up systems where random responses are observed at high frequencies after excitation. Over the years, this approach has been extended to predict the energy variance employing the statistics of the Gaussian Orthogonal Ensemble, and numerical and experimental evidence has supported the predictions of the mean and variance of energy of coupled vibr

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21

Setiawan, Agus. "persamaan empiris waktu getar alami struktur pelat datar beton bertulang berdasarkan hasil analisis vibrasi 3 dimensi." Jurnal Media Teknik Sipil 13, no. 2 (2016): 116. http://dx.doi.org/10.22219/jmts.v13i2.2555.

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persamaan empiris waktu getar alami struktur pelat datar beton bertulang berdasarkan hasil analisis vibrasi 3 dimensiEmpirical Formula for Fundamental Period of Flate Plate Reinforced Concrete Structure Based on 3 Dimentional Vibration AnalysisAgus SetiawanJurusan Teknik Sipil, Fakultas Teknik,Universitas Pembangunan Jaya Alamat Korespondensi : BJl. Cendrawasi, Ciputat, Sawah Baru, Tangerangan Selatan, Banten 15413Email : agustinus@upj.ac.idAbstractOne of the parameters required in the calculation of seismic base shear on a structure is the fundamental period of the structure. The fundamental

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22

Tan, Zhilun, Qiuhong Zhao, Yu Zhao, and Cheng Yu. "Probabilistic Seismic Assessment of CoSPSW Structures Using Fragility Functions." Metals 12, no. 6 (2022): 1045. http://dx.doi.org/10.3390/met12061045.

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The corrugated steel plate shear wall (CoSPSW) is a new type of steel plate shear wall, in which corrugated wall plates instead of flat wall plates are adopted. The lateral stiffness and shear buckling capacity of the shear wall system could be significantly enhanced, and then, wall plate buckling under gravity loads would be mitigated. This paper presents a study on the probabilistic assessment of the seismic performance and vulnerability of CoSPSWs using fragility functions. The damage states and corresponding repair states of CoSPSWs were first established from experimental data. Then, incr

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23

Paik, Inkwan, and Seunguk Na. "Evaluation of Carbon Dioxide Emissions amongst Alternative Slab Systems during the Construction Phase in a Building Project." Applied Sciences 9, no. 20 (2019): 4333. http://dx.doi.org/10.3390/app9204333.

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Global warming is now considered to be one of the greatest challenges worldwide. International environmental agreements have been developed in response to climate change since the 1970s. The construction industry is considered one of the main contributors to global warming. In order to mitigate global warming effects, the construction industry has been exploring various approaches to mitigate the impacts of carbon dioxide emissions over the entire life cycle of buildings. The application of different structural systems is considered a means of reducing the carbon dioxide emissions from buildin

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Jiang, Wei, and Xinyue Zheng. "Applied Research on the Minimum Thickness of Leveling Layer of Non-Adhesive Flat Extruded Board System." Applied Sciences 12, no. 9 (2022): 4673. http://dx.doi.org/10.3390/app12094673.

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In order to meet residents’ demands for high sound insulation and thermal insulation performance in buildings, functional materials, such as non-adhesive extruded plastic panels, are added to floor slabs to form the bottom-up “structural layer-functional layer-levelling layer”, common in assembled buildings. The non-adhesive leveling system has gradually become a new floor structure. However, the strength of the functional layer is insufficient. How to determine the minimum thickness of the leveling layer is not fully considered in the current building ground design codes of various countries,

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Ram, Sant, Shiv Singh, and N. K. Bansal. "Domestic solar water-heating system with a thermal-trap flat-plate solar-energy collector." Applied Energy 19, no. 2 (1985): 111–27. http://dx.doi.org/10.1016/0306-2619(85)90066-2.

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Xue, Hui Zhong, Hong Guan, Xin Zheng Lu, and Yi Li. "Simulating Post Punching Behaviour of RC Slab-Column Connections Using a Micro Model." Applied Mechanics and Materials 846 (July 2016): 231–36. http://dx.doi.org/10.4028/www.scientific.net/amm.846.231.

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Punching shear is a common failure mode occurring at the slab-column connection region of a reinforced concrete (RC) flat plate. Progressive collapse of RC flat plates poses a significant scientific question on the post punching behaviour of such a structural system. The challenge lies in the complex interactions amongst various internal actions including large unbalanced moments and shear forces. Existing numerical models are unable to differentiate the influence of each individual action within the connection region after punching occurs. Therefore, a new numerical model is required to model

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Nasrollahi, Amir, Wen Deng, Zhaoyun Ma, and Piervincenzo Rizzo. "Multimodal structural health monitoring based on active and passive sensing." Structural Health Monitoring 17, no. 2 (2017): 395–409. http://dx.doi.org/10.1177/1475921717699375.

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We present a structural health monitoring system based on the simultaneous use of passive and active sensing. The passive approach is based on acoustic emission, whereas the active approach uses the electromechanical impedance and the guided ultrasonic wave methods. As all these methods can be deployed with the use of wafer-type piezoelectric transducers bonded or embedded to the structure of interest, this article describes a unified structural health monitoring system where acoustic emission, electromechanical impedance, and guided ultrasonic wave are integrated in the same hardware/software

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Bekkouche, Sidi Mohammed El Amine, Rachid Djeffal, Mohamed Kamal Cherier, et al. "Experimental Performance and Cost-Effectiveness of a Combined Heating System under Saharan Climate." Buildings 13, no. 3 (2023): 635. http://dx.doi.org/10.3390/buildings13030635.

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The solar water heater can be integrated into future residential buildings as the main energy source, which will subsequently reduce the energy cost of water heating. An original configuration for an efficient Domestic Hot Water (DHW) storage tank is developed and experimentally evaluated under Saharan climate. This novel DHW configuration includes a hybrid (solar and electric) energy system with a flat plate solar collector coupled with an electric heater. Additionally, a phase change material (PCM) mixture that is composed of paraffin wax and animal fat with a melting temperature between 35.

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Koespiadi, Koespiadi, F. Rooslan Edy Santosa, and Debby Hendika Putra. "Building Structure Design Of Simple Rent House (Rusunawa) Tower A In Surabaya With Srpmk And Shearwall." ADRI International Journal of Civil Engineering 6, no. 1 (2022): 89–97. http://dx.doi.org/10.29138/aijce.v6i1.17.

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The Building of Simple Rent House Tower A was designed in Nagrak Flats, Cilincing, North Jakarta with an exixting area of 812,5 m2 with a total of 16 floors, which was redesigned with land data for area of Gunung Anyar, Surabaya, with an area of 578,5 m2 with a total of 11 floors. From the Standard Penetration Test (SPT) data, it was found that the Flat Building was built on soft ground conditions (SE Site Class), with risk category II and including Seismic Design Category D. The calculation of the flat building structure uses a dual system structure, namely with special moment-bearing frame s

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Adun, Humphrey, Michael Adedeji, Ayomide Titus, Joakim James Mangai, and Tonderai Ruwa. "Particle-Size Effect of Nanoparticles on the Thermal Performance of Solar Flat Plate Technology." Sustainability 15, no. 6 (2023): 5271. http://dx.doi.org/10.3390/su15065271.

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One of the cleanest and most efficient solar collector systems is the flat plate collector, which has applications in hot water production, drying, among others. Flat plate collectors have improved in terms of both their structural configurations and working fluids. Several studies have verified the comparatively higher efficiency of nanofluid-based flat plate collectors, relative to that of water and other thermal oils. Additionally, the influence of several nanofluid synthesis factors, such as volume fraction, pH, type of base fluid, hybridization, surfactants, and sonification, on the perfo

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Fanella, David A., Mustafa Mahamid, and Michael Mota. "Flat Plate–Voided Concrete Slab Systems: Design, Serviceability, Fire Resistance, and Construction." Practice Periodical on Structural Design and Construction 22, no. 3 (2017): 04017004. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000322.

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Perkasa, Veryawan nanda, Sovian Aritonang Djamarel, and Hermanto Hermanto. "Modification of the Main Deck of Pc40 Using the Sandwich Plate System to Support Marine Defense Operations." Journal Research of Social, Science, Economics, and Management 1, no. 7 (2022): 767–73. http://dx.doi.org/10.36418/jrssem.v1i7.88.

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Indonesia is the largest archipelagic maritime country in the world, it should strengthen its ability to secure a very wide territorial waters, in order to ensure the security and safety of shipping in Indonesian jurisdictional. PC 40 ship is a reliable TNI-AL patrol ship with relatively small dimensions and will be easy to operate in archipelagic areas. In general, structural construction on conventional PC 40 ships, along with the times, the Sandwich Plate System material has been found to have characteristics that provide advantages in terms of strength and a simpler structure compared to c

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Perkasa, Veryawan nanda, Sovian Aritonang Djamarel, and Hermanto Hermanto. "Modification of the Main Deck of Pc40 Using the Sandwich Plate System to Support Marine Defense Operations." Journal Research of Social Science, Economics, and Management 1, no. 7 (2022): 767–73. http://dx.doi.org/10.59141/jrssem.v1i7.88.

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Indonesia is the largest archipelagic maritime country in the world, it should strengthen its ability to secure a very wide territorial waters, in order to ensure the security and safety of shipping in Indonesian jurisdictional. PC 40 ship is a reliable TNI-AL patrol ship with relatively small dimensions and will be easy to operate in archipelagic areas. In general, structural construction on conventional PC 40 ships, along with the times, the Sandwich Plate System material has been found to have characteristics that provide advantages in terms of strength and a simpler structure compared to c

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Mitra, P., W. Neu, and J. Schetz. "Effect of a Simulated Free Surface on the Wake of a Slender Body." Journal of Ship Research 30, no. 04 (1986): 242–55. http://dx.doi.org/10.5957/jsr.1986.30.4.242.

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Turbulent flow measurements were performed in the wake of a slender axisymmetric body in the presence of a flat plate strut and an image plane crudely representing the "rigid lid" approximation to a free surface. The tests were performed in a wind tunnel at a nominal Reynolds number of 6.0 ⨯ 105. A Yawhead probe was used for the mean flow measurements, and a Constant Temperature Anemometer System with an x-wire probe was used to obtain the turbulent flow characteristics. The presence of the image plane was found to increase the velocity defect and the static pressure as the image plane was app

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Oliveira, É. L., N. M. M. Maia, A. G. Marto, R. G. A. da Silva, F. J. Afonso, and A. Suleman. "Modal characterization of composite flat plate models using piezoelectric transducers." Mechanical Systems and Signal Processing 79 (October 2016): 16–29. http://dx.doi.org/10.1016/j.ymssp.2016.02.046.

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Staudenmann, J. L., R. D. Horning, and R. D. Knox. "Buerger precession camera and overall characterization of thin films and flat-plate crystals." Journal of Applied Crystallography 20, no. 3 (1987): 210–21. http://dx.doi.org/10.1107/s0021889887086813.

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A fast simple and non-destructive method is described to provide qualitative structural information for flat-plate crystals and epitaxically grown films. The technique, based upon the Buerger precession camera, produces an easy-to-interpret photograph of the reciprocal space of all the components at once: substrate, film or buffer layer, and/or superlattice. A wide variety of technologically important examples are used to illustrate the technique: a mixture of CdTe phases on (001) Si, an aluminium layer on a (001) Si substrate, (001) Ge epitaxic layers on (001) Si substrates, three combination

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Guo and Ye. "Numerical and Experimental Study on a High-Power Cold Achieving Process of a Coil-Plate Ice-Storage System." Energies 12, no. 21 (2019): 4085. http://dx.doi.org/10.3390/en12214085.

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Heat dissipation of high-power lasers needs a cold storage and supply system to provide sufficient cooling power. A compact coil-plate heat exchange device has been proposed and applied in the phase-change cold storage system with ice as the cold-storage medium and glycol aqueous solution as the coolant. The heat exchanger consists of several stacked coil-plate units and each unit is constructed with a flat plate and serpentine coils welded on the plate. A simulation model on the cold achieving process of a coil-plate unit was built and verified by the corresponding experiment. The influences

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Sahu, Atanu, Shashi Kumar, N. Bhavyashree, and Anuja Roy. "Vibration Control of Functionally Graded Panels using Parallel Resonators." Key Engineering Materials 928 (August 16, 2022): 119–26. http://dx.doi.org/10.4028/p-wkyr2h.

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Functionally graded materials (FGM) are often an integral part these days in many engineering applications, such as, nuclear structural components, spacecraft and marine structures, thermal barrier coatings used for military applications, etc. These structures are also susceptible to dynamic loads varying from harmonic to impulse type of loadings which are in the form of rotating engines, sudden blasts and others. These loadings often pose serious threats to the structural systems by inflicting fatigue damages or by driving the system in tune with its resonating frequency that eventually lead

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Sayed-Ahmed, Ezzeldin Yazeed. "Behaviour of steel and (or) composite girders with corrugated steel webs." Canadian Journal of Civil Engineering 28, no. 4 (2001): 656–72. http://dx.doi.org/10.1139/l01-027.

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Composite beams with corrugated steel webs represent a new innovative system which has emerged in the past decade for short and medium span bridges. The new system usually combines the usage of corrugated steel plates as webs and reinforced/prestressed concrete slabs as flanges for plate or box girders. Bridges that have been recently built with this hybrid system are outlined in this paper, which focuses on the advantages of using corrugated steel webs as opposed to traditional flat webs. The flexural behaviour and bearing resistance of girders with corrugated steel webs is briefly discussed.

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Gayed, Ramez B., and Amin Ghali. "Seismic design of concrete slabs for punching shear: a critical review of Canadian standard CSA A23.3-04." Canadian Journal of Civil Engineering 35, no. 6 (2008): 588–99. http://dx.doi.org/10.1139/l07-130.

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Unbalanced moments, transferred between concrete flat plates and columns due to earthquakes, produce shear stresses that increase the vulnerability to brittle punching failure. Appropriate design and detailing of the slab–column joints are essential to prevent such failure. Because of the high flexibility of flat plate structures, lateral-force-resisting systems, e.g., bracings, frames or shear walls, are necessary to limit the interstorey drift ratio to specified values. The slab–column joints must have the strength and the ductility to undergo, without punching failure, the lateral displacem

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Kim, Jae-Yo, and Ahmad K. Abdelrazaq. "Construction sequence analysis of the flat plate system in a high-rise building and its impact on the construction cycle." Structural Design of Tall and Special Buildings 18, no. 3 (2009): 341–49. http://dx.doi.org/10.1002/tal.443.

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Кужахметова, Э., and El'vira Kuzhahmetova. "CONSTRUCTIVE SOLUTIONS OF VANT LOCATION IN CYLINDRO-PLATE-VANT (CPV) COATING OF BUILDING (CONSTRUCTION)." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 4, no. 5 (2019): 77–89. http://dx.doi.org/10.34031/article_5ce292ca24bc23.91006970.

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The article considers the calculation and spatial models of buildings with cylindrical-slab-guy covering and various constructive arrangement of the guy: radial, fan, parallel-transverse, parallel-longitudinal and longitudinal-transverse (cross). The calculations have been performed using the FEMAP / NX NASTRAN software package (PC), taking into account the geometric nonlinearity of the deformation.  The novelty of the research is a combined design of cylindrical-slab-guy covering. This is a complex of different types of coverings, overlapping large spans of buildings: the cylindrical sh

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Zhou, Yan, Wen Juan Zheng, Xiao Hui Liu, and Qing Ling Li. "Study of the Heat Storage Device Characteristic in the Solar Chimney Power Plant System with Vertical Collector." Advanced Materials Research 221 (March 2011): 356–63. http://dx.doi.org/10.4028/www.scientific.net/amr.221.356.

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The three difference structural heat storage devices are designed used paraffin as phase change heat storage materials for the chimney power plant system with vertical collector, and the FLUENT software is used to study the heat storing and releasing capacity of four different structural heat storage devices. The results are shown that: in the same case, The heat storage and heat release abilities of the devices with different surfaces are studied through numerical simulation, the results show that: the heat storage ability of the device with fins is much better than that of flat-plate device,

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Kim, Taewan, Douglas A. Foutch, James Wilcoski, and James M. LaFave. "Response Modification Factors for RC Case-Study Buildings with Structural Walls." Earthquake Spectra 25, no. 4 (2009): 803–19. http://dx.doi.org/10.1193/1.3240398.

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A rational approach for determining the response modification factor, [Formula: see text], has been applied to reinforced concrete (RC) shear wall buildings designed under current codes and standards of practice. The approach is founded upon the performance-based evaluation framework from the SAC project; however, new values for various parameters were derived specifically for RC shear wall buildings because the SAC parameters were for steel moment frame buildings. Typical RC shear wall buildings were designed consisting of solid, flexure-dominated structural walls for lateral load resistance

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Taguchi, Satoshi, and Kazuo Aoki. "Rarefied gas flow around a sharp edge induced by a temperature field." Journal of Fluid Mechanics 694 (January 17, 2012): 191–224. http://dx.doi.org/10.1017/jfm.2011.536.

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AbstractA rarefied gas flow thermally induced around a heated (or cooled) flat plate, contained in a vessel, is considered in two different situations: (i) both sides of the plate are simultaneously and uniformly heated (or cooled); and (ii) only one side of the plate is uniformly heated. The former is known as the thermal edge flow and the latter, typically observed in the Crookes radiometer, may be called the radiometric flow. The steady behaviour of the gas induced in the container is investigated on the basis of the Bhatnagar–Gross–Krook (BGK) model of the Boltzmann equation and the diffus

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KOLCHUNOV, V. I., V. S. MOSKOVTSEVA, O. B. BUSHOVA, and D. I. ZHUKOV. "COMPUTATIONAL ANALYSIS OF METHODS FOR PROTECTING MONOLITHIC FRAMES OF MULTI-STOREY BUILDINGS WITH FLAT FLOORS FROM PROGRESSIVE COLLAPSE." Building and reconstruction 96, no. 4 (2021): 35–44. http://dx.doi.org/10.33979/2073-7416-2021-96-4-35-44.

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The paper presents new design solutions for the protection of monolithic frames of multi-storey buildings with flat floors from progressive collapse. At the same time, two variants of strengthening the support zones - the zones of coupling of the plate with the column, providing the perception of peak bending moments in the event of a sudden change in the force flows of the structural system caused by the removal of one of the supporting columns, are considered: the 1st variant-reinforcement with the use of metal insert plates, the 2nd variant - reinforcement with the use of support frames wit

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Cao, Yan, Hamdi Ayed, Alibek Issakhov, Ndolane Sene, and Belgacem Bouallegue. "Irreversibility analysis of induced swirl flow inside the pipes of flat-plate solar collector using dual tangential nozzles." International Journal of Low-Carbon Technologies 17 (2022): 222–32. http://dx.doi.org/10.1093/ijlct/ctab083.

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Abstract In the present research, dual-nozzle swirl generator was installed at the blocked end of the straight tube to inject flow tangential to the wall of the pipe with various injection inclinations compared to the longitudinal axis. This causes a swirl flow inside the pipe. Altering some decisive variables, including injection angle, side of nozzle cross-section, pipe diameter, and flow rate, caused to attain various cases with unique hydraulic-geometrical characteristics. Classes ‘A…-D50-N…-M…’ and ‘A…-D20-N…-M…’ bear the main characteristics of the cases embodied in their sub-classes. En

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Segui, W. T., and G. L. Farrow. "An expert system for the design of post-tensioned flat plates." Computers & Structures 42, no. 4 (1992): 453–60. http://dx.doi.org/10.1016/0045-7949(92)90112-d.

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Carvalho de Oliveira, Dênio Ramam, Maurício de Pina Ferreira, and José Guilherme Silva Melo. "Application of partial cross-section precast system to save the Amazon forest." Canadian Journal of Civil Engineering 37, no. 6 (2010): 878–86. http://dx.doi.org/10.1139/l10-027.

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The Brazilian civil construction industry is one of the largest consumers of wood in the country. The majority of wood is used as formwork to build concrete structures and is discarded at the end of the construction process. This study presents an innovative structural system that uses a type of partial cross-section precast system with thin reinforced concrete flat plates, which are transported and assembled at the construction site and act as permanent formwork with structural function. The major advantages of this system include the reduction of transport costs; easier assembly of the struc

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Rihaczek, Gabriel, Maximilian Klammer, Okan Basnak, Axel Körner, Riccardo La Magna, and Jan Knippers. "Timbr Foldr – A Design Framework and Material System for Closed Cross-section Curved Folded Structures." Journal of the International Association for Shell and Spatial Structures 63, no. 4 (2022): 272–88. http://dx.doi.org/10.20898/j.iass.2022.014.

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This research investigated building components that can be produced and transported in a flat state and transformed to a spatial state without scaffolding on-site. Curved folding was employed to allow for a shape change between flat and spatial bending active structures. Bending generally allows for expressive curvature with simple flat production as well as easy customization. Limitations presented by laborious forming and upscaling of individually bent plates were overcome by large-scale curved folding. The present research builds upon the context but adds a design framework for volumetric c

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