Numerical Analysis of the Stability of a Two-Story Building Made Using a Light Steel Skeleton Frame

Kosiń, Mariusz

doi:10.17512/znb.2019.1.14

Cited by 1 publication

(4 citation statements)

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“…The construction model of a multi-story building without stiffening plating in the ground floor part loses overall stability, which was presented in [9]. On the other hand, the numerical analysis of the separated part of the wall allowed to assess the impact of the bracing used and the method of its fixing on bending -torsional displacements.…”

Section: Discussionmentioning

confidence: 99%

“…1. The selection of the considered fragment was made on the basis of maximum displacements obtained from the analysis of the stability of the building body [9]. The analyzed building was based on thin-walled C140 profiles spaced modularly every 60 cm.…”

Section: Fem Modelmentioning

confidence: 99%

“…Three calculation models: a building model with all sheathing, a building model without stiffening sheathing in the ground floor part and a building model without stiffening sheathing in the ground floor part but reinforced with vertical wall bracing are included in this analysis. More on the model itself and the analysis carried out is described in the article [9]. Three computational models were prepared for the selected bending-torsional analysis for the selected wall element.…”

Section: Introductionmentioning

confidence: 99%

“…Calculation model of the single-family house structure in Autodesk Robot Structural with selected profiles for detailed analysis[9].…”

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confidence: 99%

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Analysis of the stability of the outer partition of a steel frame house using FEM

Kosiń

Major

2020

MATEC Web Conf.

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The subject of the analysis is a separate fragment of the external partition located in the ground floor of a residential building made in the technology of light steel skeleton without stiffening plating. The motivation to carry out this analysis is, among others Investors' growing interest in alternative solutions to traditional single-family housing. The selection of the considered fragment was made on the basis of maximum displacements obtained as a result of numerical analysis carried out in Robot Structural. Then, for the selected structural element of the wall, three calculation models in the Ansys program for the assessment of bending - torsional analysis were made. The calculation models adopted for the calculations differed in the way in which the bracing used were assembled. One of them included the author's own development of an insert stiffening the transverse profile at the bracing assembly site. The results of the calculations showed the legitimacy of strengthening the structure when the stiffening plating is removed.

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Section: Discussionmentioning

confidence: 99%

Section: Fem Modelmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

“…Calculation model of the single-family house structure in Autodesk Robot Structural with selected profiles for detailed analysis[9].…”

mentioning

confidence: 99%

See 2 more Smart Citations