Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/15432
Nhan đề: Analysis of the Mechanical Behavior of Bolted Beam-Column Connections with Different Structural Forms
Tác giả: Yang, Rongqian
Zhou, Xuejun
Từ khoá: Mechanical properties
Finite element method
Construction
Beam-columns
Mathematical analysis
Civil engineering
Energy dissipation
Earthquakes
Mathematical models
Seismic engineering
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Publishing Corporation
Tóm tắt: In order to study the mechanical behavior of bolted beam-column connections, the accuracy and applicability of the finite element model were firstly validated according to the published experiments on end-plate connections using ABAQUS. Then, in order to discuss the mechanical behavior of connections, three semirigid connections which are convenient for prefabricated construction, including top-and-seat angle connections with web and ear plate, extended end-plate connection, and T-stub connection, were examined using numerical simulation analysis to study and compare their capacity, hysteretic behavior, ductility, and degradation characteristics in detail. The results showed that the finite element models that were built could effectively simulate the load bearing behavior of bolted connections under both single-direction loading and cyclic loading. The three connections showed good load bearing capacity. The connectors significantly affected the energy dissipation capacity under load. The extended end-plate connection demonstrated the best performance in both mechanical behavior and manufacture and installation, so it would therefore be the preferred option.
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/15432
ISSN: 1687-8086
1687-8094 (e)
Bộ sưu tập: Xây dựng

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BBKH805_TCCN_Analysis of the Mechanical.pdf
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