Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18416
Nhan đề: Assessment of the Dynamic Behavior of Beam-to-Column Connections in Steel Pallet Racks under Cyclic Load: Numerical Investigation
Tác giả: Lyu, Zhi-Jun
Wu, Meng
Huang, YuXin
Song, YiMing
Cui, Xiong
Từ khoá: Load
Finite element method
Simulation
Racks
Cyclic testing;
Beam-columns
Failure
; Mathematical analysis; Connectors; Seismic response; Steel columns; Civil engineering; Ductility; Numerical analysis; Energy dissipation; Earthquakes; Mathematical models; Cyclic loads; Test methods; Computer simulation; Materials fatigue; Seismic engineering"
Năm xuất bản: 2018
Nhà xuất bản: Hindawi Limited
Tóm tắt: Steel pallet racks (SPRs) are characterized by boltless beam-column connections (BCCs). The role of BCCs becomes more significant during hazardous conditions such as earthquakes. Due to the great number of beam-end connector types and member geometries, the accurate evaluation of their structural behavior, especially under seismic loads, seems to be very difficult to perform so far. In this paper, the authors present results of simulation based on cyclic tests on different types of industrial rack joints by the finite element (FE) modeling of connections. This paper mainly investigates the BCC geometrical factors affecting the dynamic behavior of braced racks. Design indications are consequently provided in order to guarantee a globally homogenous ductility among different BCC configurations under seismic actions.
Mô tả: "Hindawi Advances in Civil Engineering Volume 2018, Article ID 9243216, 12 pages https://doi.org/10.1155/2018/9243216"
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18416
ISSN: 1687 - 8086
Bộ sưu tập: Bài báo_lưu trữ

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