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Relevant bibliographies by topics / Free-storey building

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Journal articles

Academic literature on the topic 'Free-storey building'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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Journal articles on the topic "Free-storey building"

1

Gajbhiye, Akshay. "Comparative Study of RC Multistorey Building with Floating Column and Shear Wall Subjected To Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 528–35. http://dx.doi.org/10.22214/ijraset.2021.38011.

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Abstract : In modern multistorey building construction, irregularities like the soft storey, vertical and plan irregularities, floating columns etc are very common. Building with an open ground storey for parking is a common feature that results in floating columns. Floating columns provide column free space and a good aesthetic architectural view of the building. floating column means the end of any vertical element that rests on the beam which leads to discontinuity of columns such that the path of load distribution in multi-storey buildings is disturbed. The use of a floating column also te

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2

Guptaa, Samrat, P. R. Kannanra jkumar, P. T. Ravichandran, and L. Krishnaraj. "Seismic behavior of transfer girder in multi-story building." International Journal of Engineering & Technology 7, no. 3.3 (2018): 36. http://dx.doi.org/10.14419/ijet.v7i2.33.13849.

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Urbanization had led to many housing problems in India. Scarcity of land is one such biggest problem in India. This issue is one of the most pivotal issues that need to be provided with a swift and efficient solution if we want to grow as a nation whilst achieving the goals we are aiming at. Hence, there is a rise in many Multi storey and Highrise structure. Rise in car park and open column free space for auditoriums. The study focuses on the study of seismic assessment of the Multi-storey structure with transfer girder. The use of transfer girders in a building will help to a greater extent t

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3

Butt, Faheem, and Piotr Omenzetter. "Evaluation of Seismic Response Trends from Long-Term Monitoring of Two Instrumented RC Buildings Including Soil-Structure Interaction." Advances in Civil Engineering 2012 (2012): 1–18. http://dx.doi.org/10.1155/2012/595238.

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This paper presents analyses of the seismic responses of two reinforced concrete buildings monitored for a period of more than two years. One of the structures was a three-storey reinforced concrete (RC) frame building with a shear core, while the other was a three-storey RC frame building without a core. Both buildings are part of the same large complex but are seismically separated from the rest of it. Statistical analysis of the relationships between maximum free field accelerations and responses at different points on the buildings was conducted and demonstrated strong correlation between

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4

Burlachenko, Oleg V., Oksana G. Chesnokova, and Tatiana F. Cherednichenko. "The Usage of Modern Inorganic Composite Material in the Design of Insulation of Unheated Smoke-Free Stairwells." Defect and Diffusion Forum 410 (August 17, 2021): 599–604. http://dx.doi.org/10.4028/www.scientific.net/ddf.410.599.

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The article describes the problems that arise during the operation of unheated, smoke-free stairwells in multi-storey residential buildings. Measures are proposed for thermal protection of premises adjacent to stairwells of the H1 type. To solve the problems of improving the energy efficiency of the building, it is proposed to use modern thermal insulation material. In addition, a constructive solution is proposed for the insulation of the internal walls of an unheated, smoke-free stairwell using foam glass, which will ensure the strength, durability and reliability of thermal protection and f

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5

Sivakumaran, K. S. "Lateral load response of unbraced steel building frames." Canadian Journal of Civil Engineering 17, no. 6 (1990): 974–86. http://dx.doi.org/10.1139/l90-109.

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The standard CAN3-S16.1-M84 "Steel structures for buildings — limit states design" recognizes three sets of assumptions in the analysis, design, and construction of steel buildings. In two of them the connections are assumed to be either fully rigid (continuous construction, clause 8.2) or completely free (simple construction, clause 8.3.1). In the third type of construction, termed here as "special simple construction" (clause 8.3.2), the beam-to-column connections are assumed to be completely free (pinned) to resist gravity loads and are assumed to be rigid to resist the lateral loads due to

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Jameel, Mohammed, A. B. M. Saiful Islam, Mohammed Khaleel, and Aslam Amirahmad. "EFFICIENT THREE-DIMENSIONAL MODELLING OF HIGH-RISE BUILDING STRUCTURES." Journal of Civil Engineering and Management 19, no. 6 (2013): 811–22. http://dx.doi.org/10.3846/13923730.2013.799096.

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A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/slab openings along with the inclusion of staircases. Furthermore, the structural strength provided by shear walls and slabs is not precisely incorporated. With increasing building height, the effect of lateral loads on a high-rise structure increases substantially. Inclusion of shear walls and slabs with the frame leads to improved lateral stiffness. Besides, their openings may play imperative role in the structural behaviour of such buildings. In this study, 61 multi-storey building configuratio

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7

Manz, Heinrich, Daniel Micallef, Simon Paul Borg, and Vincent Buhagiar. "A parametric building energy simulation case study on the potential and limitations of passive design in the Mediterranean climate of Malta." Sustainable Buildings 3 (2018): 4. http://dx.doi.org/10.1051/sbuild/2018004.

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The present case study sets out to investigate the potential and limitations of passive building design in a typical Mediterranean climate. The Maltese Islands were taken as the case study location. Assuming a fully detached, cuboid-shaped, generic multi-storey office building, one representative storey was modelled by means of the building energy simulation code WUFI®Plus. Thermal comfort was analysed based on the adaptive acceptable operative room temperature concept of EN 15251 for buildings without mechanical cooling systems. Assuming neither artificial heating nor cooling, the free-runnin

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8

Taki, A. H., and D. L. Loveday. "Surface Convection Coefficients for Building Facades with Vertical Mullion-Type Protrusions." Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy 210, no. 2 (1996): 165–76. http://dx.doi.org/10.1243/pime_proc_1996_210_024_02.

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Accurate knowledge of the heat transfer processes that take place at the external surfaces of a building is necessary for thermal modelling and for design purposes. Using a heated test plate fixed at the sixth-floor level to the wall of an eight-storey building, correlations are presented for the external convection coefficient, hc, as a function of wind speeds measured 1 metre from the test surface and 11 metres above the roof in the free stream. The effects of vertical mullion-type protrusions on the value of hc are measured for a range of protrusion heights separated by a fixed spacing, the

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Peretolchina, Lyudmila V., and Lyudmila V. Glebushkina. "Analysis of the current state of multi-storey residential areas in the city of Dushanbe." Journal «Izvestiya vuzov. Investitsiyi. Stroyitelstvo. Nedvizhimost» 10, no. 3 (2020): 460–69. http://dx.doi.org/10.21285/2227-2917-2020-3-460-469.

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The aim is to identify the parameters of inter-highway micro-district areas having a significant impact on the quality of the urban environment. A classification of the inter-highway areas of existing multi-storey building systems in Dushanbe was proposed according to the following urban development indicators: absolute (micro-district area, building area, total area of the housing stock, area of all floors of buildings and structures, population); relative (population density, housing stock density); specific (land-to-building ratio, building development density factor). The classification co

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Guerrero Bobadilla, Héctor, Tianjian Ji, and José Alberto Escobar. "EXPERIMENTAL STUDIES OF A STEEL FRAME MODEL WITH AND WITHOUT BUCKLING-RESTRAINED BRACES." Revista de Ingeniería Sísmica, no. 95 (December 31, 2016): 33–52. http://dx.doi.org/10.18867/ris.95.338.

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This paper presents comparative experimental studies of a five-storey steel-frame model at a scale of 1/10 with, and without, buckling-restrained braces (BRBs). The building model was subjected to free vibration tests and shaking table tests. The latter were conducted using low-intensity white noise and seismic input. From the free vibration tests and shaking table tests with low-intensity white noise, it was found that the BRBs contributed a significant amount of damping. This happened to the model even at low levels of vibration. The shaking table tests with seismic input were conducted usin

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