A stability analysis for a single-layer reticulated shell is presented in this paper. The structural buckling modes and critical loads are calculated first. A preliminary security examination is presented based on the results of linear buckling anasys. And then the load-carrying capacity of this structure would be calculated through the geometric nonlinear full-range analysis. Finally a conclusion is deduced that the stable bearing capacity of this structure has met the requirements of the specification.
Aiming at the problems of large interlayer displacement angle and low rotational stiffness of modular steel frame connection nodes, a new type of grouted interlayer joint was proposed, and the experimental study was carried out to observe the failure form and mechanical performance of the node. In order to study the stiffness and bearing capacity characteristics of the new grouting interlayer connection, 4 different joint specimens were tested and studied. The influence of the bolt connection at the node on the bearing capacity, rotation stiffness and ultimate rotation capacity of the grouting node is analyzed. The test results show that the bolt connection can ensure the integrity of the node and improve the stiffness of the node; Whether the column is filled with concrete has little effect on the mechanical properties of bolted joints, but has a more obvious effect on boltless joints, and the initial stiffness is increased by 20%.
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