Buckling restrained brace is an economical tool for shock-absorbing. In this paper, it was used in a high-rise building. The shock-absorbing performance of the brace was analyzed under frequent earthquake condition with engineering software. It was found that with buckling restrained brace, the dynamic characteristics of the structure is changed, and the peak of the dynamic response is suppressed, making the storey drift of the structure meets the regulations.
According to the respective characteristics of the tensioning structure and flat grid, analyzed the static characteristics of new style cable-pole composite grid structure, put forward the basic assumption of the calculation and theoretical analysis method, comparative analysis of the positive four pyramid and obliquely placed four pyramid cable-pole deflection and internal force of composite grid structure changes, discussed the economy and feasibility of cable - pole composite grid structure. This article has a certain reference value to the cable- pole combined network engineering design.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.