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Abstract:
Internal stretch forming space lattice structure (ISFSL), composed of upper chord, lower chord, vertical web member and lateral support member, is a novel space structure. As a key bearing member of ISFSL, the upper chord ring beam is a cross center of all upper chord beams. When a new type of construction method-tensioning group by group and step by step being chosen, the internal force increasing and decreasing on structural members belonging to different group inevitably comes into being, which is different from the method tensioning simultaneously. And properly reinforced upper chord ring beam will weaken the force different in a great extent. Aiming at putting it into practice, the paper makes a detail analysis on structural force affected by upper chord ring beam.
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Journal of Beijing University of Technology
ISSN: 0254-0037
Year: 2009
Issue: 9
Volume: 35
Page: 1192-1197
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 12
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