Fig. 16
From: Failure mechanisms and reinforcement of pipe-framed solar greenhouses under snow loads

Deformed shapes of the original model and the lattice column model under non-uniform snow loads (The snow load is 150 N m− 2).
From: Failure mechanisms and reinforcement of pipe-framed solar greenhouses under snow loads

Deformed shapes of the original model and the lattice column model under non-uniform snow loads (The snow load is 150 N m− 2).