Wind-Induced Responses and Wind Loads on a Super High-Rise Building with Various Cross-Sections and High Side Ratio—A Case Study

With the development of construction technology and material, more super high-rise buildings will be constructed in future. In a specific metropolitan area, building with various cross-section high side ratio have to been designed due size limitation site. This kind is also very prone wind excitations. this research, tunnel tests for practical case surrounding were carried out atmospheric boundary tunnel. Equivalent static loads (ESWLs), wind-induced responses load distribution on analyzed. particular, base overturning moment along axis weak lateral stiffness investigated bearing capacity limit state design building. The results demonstrate that maximum value moments acceleration appears at 60° or 330° directions instead orthogonal direction, aerodynamic interference affects pressure facades These conclusion may helpful wind-resistant ratio.