Discussion on <i>Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell</i>

Wang Lijun

doi:10.13206/j.gjgS21110201

Volume 36 Issue 11

Jan. 2022

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Article Navigation > STEEL CONSTRUCTION(Chinese & English) > 2021 > 36(11): 48-49

Wang Lijun. Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(11): 48-49. doi: 10.13206/j.gjgS21110201

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Wang Lijun. Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(11): 48-49. doi: 10.13206/j.gjgS21110201

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Discussion on Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell

doi: 10.13206/j.gjgS21110201

Wang Lijun

Huachengboyuan Engineering Technology Group Co., Ltd., Beijing 100055, China

Received Date: 2021-10-05
Available Online: 2022-01-26

Abstract

Abstract

The deflection span ratio of long-span is the same as the storey displacement angle of multi-storey and high-rise buildings, which has always been an important index of design control. The structural design of the protective building project of Zhoukoudian Site (Peking Man Cave) is comprehensively and carefully introduced from the perspective of structural stability in Overall Stability Capacity Analysis of Long-Span Single-Layer Special-Shaped Shell. Based on the limit value of deflection span ratio and seismic stability of reticulated shells, it further discussed the project in order to attract the attention and participation of colleagues in the industry.
- long-span,
- shell,
- deflection span ratio,
- stability

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References(4)

References

[1]	马智刚, 崔光海, 汪静, 等. 大跨单层异形钢网壳整体稳定承载力分析[J]. 钢结构(中英文), 2021, 36(8): 28-34.
[2]	AISC. Specification for structural steel building: ANSI/AISC 360－16[S]. Chicago: American Institute of Steel Construction, 2016.
[3]	王立军. 轴心受压杆件设计[J]. 钢结构(中英文), 2020, 35(4): 39-49.
[4]	王立军. 受弯杆件设计[J]. 钢结构(中英文), 2020, 35(6): 55-64.

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