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Buckling is one of the typical failure modes for single-layer reticulated shells (SLRSs). To prevent buckling, it is necessary to predict the critical buckling load and post-buckling path of the structure, and hence, structural stability analysis should be carried out. Unlike ideal structures, SLRSs with stochastic imperfections could experience different failure modes with varied post buckling paths...
The structural configuration of slender long-span suspendomes from the construction stage to the final operational stage is critical for evaluating structural safety and resiliency. In the present study, a modified double-control form-finding (MDFF) method is proposed with consideration of the construction process and the friction of cable–strut joints based on a transient structural model of a suspendome...
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