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The influence of mounted assembly process on the stress-strain state of the lattice dome frame
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 17, Iss 5, Pp 443-454 (2021) (2021)
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Geometrically nonlinear analysis of the stability of the stiffened plate taking into account the interaction of eigenforms of buckling
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 17, Iss 1, Pp 3-18 (2021) (2021)
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Influence of the height of the ribbed-ring dome on the stress state of its frame during the overhang mounting process
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 6, Pp 452-464 (2020) (2020)
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Abstract:
The aim of the research. To analyze the stress state of structures of ribbed-ring domes of different heights during overhang erection. The domes have spherical metal frames and a support contour of the same diameter. Due to different heights, the steepness of the geometric shape of the domes changes. The study is devoted to establishing the relationship between the stress state of the frame and the steepness of the dome when mounted. It was investigated how the height of the ribbed-ring dome affects the stress state of its frame during overhang mounting process. Methods. Computer models of design frames of ribbed-ring domes of different heights made of steel I-beams were developed. Based on design models, a sequence of assembly models for incomplete frames was created for different stages of installation. Both for the design and for all installation models of dome frames of different heights, computer calculations were performed for the effect of the load from its own weight. As a result of calculations for all domes and at all stages of installation, deformations and stresses in the meridional ribs were determined, which were compared with the design diagrams. Results. Comparative graphs of deformations of dome frames and diagrams of changes in the degree of use of steel strength in meridional ribs at all stages of mounted installation are obtained. Comparative graphs of installation and design stresses in the meridional ribs on different tiers for all stages of mounted installation are also shown. The assessment of the installation stress states is given, their inevitability and the degree of influence on the stress state of the dome frames are noted.
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Keyword:
Architectural engineering. Structural engineering of buildings; computer model; meridional ribs; metal frame; mounted installation; ribbed-ring dome; stresses in elements; TH845-895
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URL: https://doi.org/10.22363/1815-5235-2020-16-6-452-464 https://doaj.org/article/68a553e26b644fd283c9faabd28a66e0
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The mechanism of nanostructuring the surface of engineering parts during shot blasting
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 2, Pp 146-151 (2020) (2020)
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Stress state of metal dome meridional ribs at different stages of overhang erection process
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 2, Pp 111-121 (2020) (2020)
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Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 5, Pp 339-344 (2019) (2019)
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Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 4, Pp 278-290 (2019) (2019)
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Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 3, Pp 171-181 (2019) (2019)
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Behavior of the frames of large-span metal domes in the process of their installation
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In: Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 6, Pp 481-494 (2018) (2018)
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Robust Multimodal Cognitive Load Measurement
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In: DTIC (2014)
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Comprehensive Clinical Phenotyping & Genetic Mapping for the Discovery of Autism Susceptibility Genes
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In: DTIC (2012)
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Listener Detection of Talker Stress in Low-Rate Coded Speech
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In: DTIC (2008)
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Experimental Comparison of Face-Milled and Face-Hobbed Spiral Bevel Gears
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In: DTIC AND NTIS (2001)
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Psychometric Assessment and Refinement of the Family Issues Scale of the Human Dimensions of Operations (HDO) Project
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In: DTIC AND NTIS (2001)
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A Reanalysis of Bidirectionality in Auca ; WECOL 99
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Fitzgerald, Colleen M.. - : Department of Linguistics, California State University, Fresno, 2000. : Department of Linguistics and TESOL, The University of Texas at Arlington, 2000
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Phonological Parsing for Bi-directional Letter-to-Sound/Sound-to-Letter Generation
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In: DTIC (1994)
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Detection of Prosodics by Using a Speech Recognition System
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In: DTIC AND NTIS (1991)
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Perception and Temporal Properties of Speech
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In: DTIC AND NTIS (1990)
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Robust Speech Recognition Using Hidden Markov Models: Overview of a Research Program
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In: DTIC AND NTIS (1990)
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