Experimental Research on Parallel Cylinder Reticulated Shell Closed Cargo Sheds Under Wind Load

XIE Weidong; NIE Jun; ZHANG Ji; ZHANG Guangjie; WANG Lei

doi:10.3724/j.gyjzG23021314

Volume 54 Issue 11

Nov. 2024

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(11): 196-202

Yang Hong, Yang Xiaoyi, Huang Hao. EFFECTS OF SEISMIC WAVE INPUT ANGLES ON NONLINEAR RESPONSE CHARACTERISTICS OF SPATIAL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 43-51. doi: 10.13204/j.gyjz201307011

Citation:

XIE Weidong, NIE Jun, ZHANG Ji, ZHANG Guangjie, WANG Lei. Experimental Research on Parallel Cylinder Reticulated Shell Closed Cargo Sheds Under Wind Load[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 196-202. doi: 10.3724/j.gyjzG23021314

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Experimental Research on Parallel Cylinder Reticulated Shell Closed Cargo Sheds Under Wind Load

doi: 10.3724/j.gyjzG23021314

1. CCCC Second Harbor Consultants Co., Ltd., Wuhan 430060, China;
2. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;
3. National Center of Technology Innovation for Digital Construction, Wuhan 430074, China;
4. School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China

Received Date: 2023-02-13
Available Online: 2024-12-05

Abstract

Abstract

Three-center cylindrical latticed shell closed cargo shed is a typical wind-sensitive structure, and wind load is one of the control loads in structural design. Based on the background of three three-center cylindrical latticed shell closed cargo sheds in a comprehensive wharf project, wind tunnel tests and numerical analysis on various factors affecting wind load of closed sheds were carried out. The influence of the ventilation roof, the opening and closing of doors and windows, the interference between three sheds, and the wind speed reduction related to wind directions on the wind load of the closed cargo shed was studied, the calculation results of closed cargo sheds designed by the wind load in wind tunnel test results, load codes and related literature are compared. Through the research, it is found that the ventilation roof, the opening and closing of doors and windows, the interference between three sheds, and the wind speed reduction related to wind directions had great influence on the wind tunnel test results, there were potential safety hazards in the structural design of closed sheds by the wind load in load codes and related literatures, the wind tunnel test of this kind of long-span closed sheds should be conducted before the detailed design, and the various actual working conditions of the sheds should be taken into account and correctly reflected during the wind tunnel test.
- three-center cylinder,
- wind tunnel test,
- ventilation roof,
- opening and closing of doors and windows,
- interference effect,
- speed reduction related to wind directions,
- code comparison

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References(11)

References

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