作者: Krisztián Hincz , Mauricio Gamboa-Marrufo
DOI: 10.1061/(ASCE)ST.1943-541X.0001437
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摘要: AbstractConventionally, the pressure coefficients of tensile membrane structures are determined in wind tunnels on rigid models and effect typically large deformations membranes is not taken into account. The aim current research to analyze displacements coefficients. A more precise analysis introduced this paper. Two were analyzed a tunnel: model unloaded construction shape, deformed shape under loads. was with dynamic relaxation method basis obtained from subjected two coefficient fields, corresponding stresses compared Results show that load can result significant differences o...