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Stability of Building Structural Engineering Based on Fractional Differential Equations

Ling Liu

Ling Liu

College of Architectural Engineering, Chongqing Creation Vocational College YongchuanChongqing, China
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Liu, Ling
, 
Hao Chen

Hao Chen

College of Architectural Engineering, Chongqing Creation Vocational College YongchuanChongqing, China
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Chen, Hao
 et 
Hamdy Mohamed

Hamdy Mohamed

College of Engineering, Applied Science UniversityBahrain
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Mohamed, Hamdy
  
15 juil. 2022
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Publié en ligne: 15 juil. 2022
Pages: 1241 - 1248
Reçu: 23 févr. 2022
Accepté: 17 avr. 2022
DOI: https://doi.org/10.2478/amns.2022.2.0111
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© 2023 Ling Liu et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1

Strip-type combination pressure rod
Strip-type combination pressure rod

Figure 2

Plated Combination Pressure Rod
Plated Combination Pressure Rod

Figure 3

Comparison of elastic critical loads for composite compression bars
Comparison of elastic critical loads for composite compression bars

Figure 4

Influence of slenderness ratio on dynamic instability region of combined pressure rod
Influence of slenderness ratio on dynamic instability region of combined pressure rod

Figure 5

The effect of the strip area on the dynamic instability area of the strip combination pressure rod
The effect of the strip area on the dynamic instability area of the strip combination pressure rod

Figure 6

Influence of plate line stiffness on dynamic instability region of plate combination pressure rod
Influence of plate line stiffness on dynamic instability region of plate combination pressure rod
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Sciences de la vie, Sciences de la vie, autres, Mathématiques, Mathématiques appliquées, Mathématiques générales, Physique, Physique, autres
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