Lateral stiffening systems for tall timber buildings – tube-in-tube systems
نویسندگان
چکیده
In this paper, an adaptable and architecturally flexible lateral stiffening system for tall timber buildings between 50 147 m is developed investigated. The based on a tube-in-tube concept. internal tube consists of braced core, the external frame structure with semi-rigid beam-column joints in façade. Based finite element framework, more than 500 000 simulations different configurations are carried out to assess performance subjected wind loading. resulting data used feasibility stiffness requirements joints.
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ژورنال
عنوان ژورنال: Wood Material Science and Engineering
سال: 2022
ISSN: ['1748-0280', '1748-0272']
DOI: https://doi.org/10.1080/17480272.2022.2086066