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http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18701
Toàn bộ biểu ghi siêu dữ liệu
Trường DC | Giá trị | Ngôn ngữ |
---|---|---|
dc.contributor.author | Abu-Hamd, Metwally | - |
dc.contributor.author | Abdel-Ghaffar, Maheeb | - |
dc.contributor.author | El-Samman, Basel | - |
dc.date.accessioned | 2020-06-01T08:12:24Z | - |
dc.date.available | 2020-06-01T08:12:24Z | - |
dc.date.issued | 2018 | - |
dc.identifier.issn | 1687 - 8086 | - |
dc.identifier.other | BBKH1092 | - |
dc.identifier.uri | http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18701 | - |
dc.description | "Hindawi Advances in Civil Engineering Volume 2018, Article ID 9784360, 11 pages https://doi.org/10.1155/2018/9784360" | vi |
dc.description.abstract | The aim of this paper was to present a verified finite element method that represents the full-scale-braced shear walls under seismic loads and to study their ductility. The models account for different types of material and geometric nonlinearities. The screws that connect the cold-formed-steel (CFS) studs, tracks, gusset plates, and braces are considered explicitly in the model. The deformation of the hold-downs under the horizontal load is considered. The finite element program ANSYS (2012) is used to model and analyze the case studies. A parametric study is performed to investigate the response modification factor (R) of the CFS-braced shear walls. The parametric study showed that the North American Specification is about 20% conservative in estimating the (R) factor. | vi |
dc.language.iso | en | vi |
dc.publisher | Hindawi Limited | vi |
dc.subject | Research | vi |
dc.subject | Laboratories | vi |
dc.subject | Load | vi |
dc.subject | Finite element method | vi |
dc.subject | Cold | vi |
dc.subject | Construction | vi |
dc.subject | Failure | vi |
dc.subject | Mathematical analysis | vi |
dc.subject | Councils | vi |
dc.subject | Cold shearing | vi |
dc.title | Computational Study of Cold-Formed-Steel X-Braced Shear Walls | vi |
dc.type | Other | vi |
Bộ sưu tập: | Bài báo_lưu trữ |
Các tập tin trong tài liệu này:
Tập tin | Mô tả | Kích thước | Định dạng | |
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BBKH1092_TCCN_ Computational Study of.pdf Giới hạn truy cập | Computational Study of Cold-Formed-Steel X-Braced Shear Walls | 2.59 MB | Adobe PDF | Xem/Tải về Yêu cầu tài liệu |
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