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Construction process analysis of Lianyungang gymnasium suspen dome

 Construction process analysis of Lianyungang gymnasium suspen dome
Autor(en): , ,
Beitrag für IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, veröffentlicht in , S. 480-481
DOI: 10.2749/222137810796025528
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Suspen dome is a new prestressed structure, consisting of an upper single-layer lattice shell and cable-struts. It needs control of the design state namely the final service-state and the safety in...
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Autor(en):


Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Veröffentlicht in:
Seite(n): 480-481 Anzahl der Seiten (im PDF): 5
Seite(n): 480-481
Anzahl der Seiten (im PDF): 5
Jahr: 2010
DOI: 10.2749/222137810796025528
Abstrakt:

Suspen dome is a new prestressed structure, consisting of an upper single-layer lattice shell and cable-struts. It needs control of the design state namely the final service-state and the safety in the construction. Lianyungang gymnasium suspen dome is taken as the research subject. Forward analysis based on birth and death element method was adopted to simulate the construction. The measured data in construction is compared with the theoretical calculation to gain the curves of displacement and cable force. Results show the birth and death element method can simulate the construction of suspen dome effectively. The measured data are in good agreement with the simulation calculation. The construction is affected by environment significantly.

Stichwörter:
numerische Simulation Monitoring

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