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http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18820Toàn bộ biểu ghi siêu dữ liệu
| Trường DC | Giá trị | Ngôn ngữ |
|---|---|---|
| dc.contributor.author | Zhou, Zhi | - |
| dc.contributor.author | Jiang, Qian | - |
| dc.contributor.author | Huang, Wei | - |
| dc.date.accessioned | 2020-06-01T12:00:07Z | - |
| dc.date.available | 2020-06-01T12:00:07Z | - |
| dc.date.issued | 2019 | - |
| dc.identifier.issn | 1687-8086 | - |
| dc.identifier.issn | 1687-8094 (eISSN) | - |
| dc.identifier.other | BBKH1417 | - |
| dc.identifier.uri | http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/18820 | - |
| dc.description | "Hindawi; Advances in Civil Engineering; Volume 2019, Article ID 9701324, 13 pages; https://doi.org/10.1155/2019/9701324" | vi |
| dc.description.abstract | Steel plate reinforced concrete (SPRC) shear wall consists of steel plate encased in the concrete, in which the material advantages of both concrete and steel are utilized. The lateral resistance and deformation capacity of the shear wall are greatly improved. This paper investigates the deformation capacity of the SPRC shear wall under cyclic loads. A nonlinear 3-D finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to obtain the yield and ultimate rotation of SPRC shear walls with flexural failure. By statistical analyses, formulas for the yield and ultimate rotation of SPRC shear wall were proposed. | vi |
| dc.language.iso | en | vi |
| dc.publisher | Hindawi Limited | vi |
| dc.subject | Research | vi |
| dc.subject | Load | vi |
| dc.subject | Finite element method | vi |
| dc.subject | Reinforcing steels | vi |
| dc.subject | Concrete | vi |
| dc.subject | Rotation | vi |
| dc.subject | Numerical analysis | vi |
| dc.subject | Ratios | vi |
| dc.subject | Steel plates | vi |
| dc.subject | Statistical analysis | vi |
| dc.subject | Computer simulation | vi |
| dc.subject | Reinforced concrete | vi |
| dc.subject | Studies | vi |
| dc.subject | Theological schools | vi |
| dc.subject | Civil engineering | vi |
| dc.subject | Prestressed concrete | vi |
| dc.title | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete 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 | |
|---|---|---|---|---|
| BBKH1417_TCCN_Numerical Study on Deformation.pdf Giới hạn truy cập | Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls | 4 MB | Adobe PDF | Xem/Tải về Yêu cầu tài liệu |
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