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The connecting parts of membrane structure shall have sufficient strength, rigidity and durability, and shall not be damaged before the connected membrane, cable or steel member, and shall not produce deformation that affects the structural stress performance. The membrane material at the connection should not be damaged before other parts of the membrane material.
The choice of bolted or welded balls requires comprehensive consideration of a number of factors such as project requirements, costs, project cycle time, environmental conditions and maintenance needs, as well as making an appropriate choice based on the specific circumstances.
For single-layer reticulated shell calculations, it is generally assumed (the nodes of a single-layer shell must be rigidly connected) that the nodes are rigidly connected.
For key nodes, such as the connection nodes of beams and columns, support nodes, etc., detailed calculation and design should be carried out to ensure that the nodes will not be damaged under wind load.
Truss structures usually have complex geometries and structural layouts, so they may face some challenges during construction and fabrication, such as high machining accuracy requirements and high welding technology requirements. Designers need to consider these factors and work closely with the constructor and fabricator to ensure the quality of the structure and smooth construction.
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