z-logo
open-access-imgOpen Access
Study on Seismic Behaviour of Cold Formed Steel Structure Based on Simplified Mechanical Model
Author(s) -
Lei Liu,
Yong Yao,
Yunpeng Chu,
Jiqiang Liu
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/794/1/012065
Subject(s) - structural engineering , stiffness , finite element method , displacement (psychology) , process (computing) , seismic loading , reliability (semiconductor) , action (physics) , seismic analysis , computer science , engineering , physics , psychology , power (physics) , quantum mechanics , psychotherapist , operating system
Cold-formed thin-walled steel buildings adopt the process of layered assembly, which is easy to disassemble and assemble and conforms to the requirements of industrial construction. But there is no clear method of seismic design. Taking a cold-formed thin-walled light steel structure house in Dazhou city as an example, the Pivot connection unit that can characterize the structural damage and the finite element software SAP2000 are used to establish a model, then this model is used to analyse the basic dynamic characteristics of structures and to analyze the time-history response of structures under seismic action. The results show that the simplified modeling analysis of the structure has a strong feasibility, and the lateral stiffness of the structure can resist the action of multiple earthquakes. Under the action of rare earthquake, the displacement between the layers of the structure is lower than the limit of the code, and the hysteretic performance of the structure is good, which can ensure the safety and reliability of the structure.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here