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Study On Stability of Single-Layer Aluminum Alloy Structure and Shear Capacity of Joints

 Study On Stability of Single-Layer Aluminum Alloy Structure and Shear Capacity of Joints
Autor(en): , ,
Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 2050-2052
DOI: 10.2749/nanjing.2022.2050
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The Chongming comprehensive training hall adopts a single-layer aluminum alloy spherical shell structure with a rise span ratio of 1 / 9, which is a small rise span ratio structure. Through the sel...
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Bibliografische Angaben

Autor(en): (College of Civil Engineering, Tongji University, Shanghai, China; Architecture Design & Research Institute of Tongji University, Shanghai, China)
(Architecture Design & Research Institute of Tongji University, Shanghai, China)
(Architecture Design & Research Institute of Tongji University, Shanghai, China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 2050-2052 Anzahl der Seiten (im PDF): 3
Seite(n): 2050-2052
Anzahl der Seiten (im PDF): 3
DOI: 10.2749/nanjing.2022.2050
Abstrakt:

The Chongming comprehensive training hall adopts a single-layer aluminum alloy spherical shell structure with a rise span ratio of 1 / 9, which is a small rise span ratio structure. Through the selection of structural system, this paper introduces the composition of single-layer reticulated shell structure, the relationship between structure and architectural modeling, indoor space and architectural lighting. Combined with the small rise span ratio structure, the elastic and elastic- plastic ultimate bearing capacity of aluminum alloy reticulated shell is studied. It is suggested that only the elastic-plastic ultimate bearing capacity of aluminum alloy reticulated shell should be checked, and the ultimate load factor should be 2.0. The failure mode and ultimate shear capacity of the joints are obtained by shear capacity test.

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