Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial
Chapter 1.Introduction; Chapter 2.Literature review; Chapter 3.Experimental program; ...
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| Jezik: | eng |
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National Taiwan University of Science and Technology
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https:--dlib.udn.vn-module-chi-tiet-sach?RecordID=29332025-04-21T00:00:00ZPhan Dinh HaoSeismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High AxialỨng xử địa chấn của cột ống thép nhồi bê tông chịu ảnh hưởng lực dọc trục caoNational Taiwan University of Science and TechnologyChapter 1.Introduction; Chapter 2.Literature review; Chapter 3.Experimental program; ...engUniversity of Science and Technology - The University of Da Nanghttps://dlib.udn.vn/module/chi-tiet-sach?RecordID=2933 |
| institution |
Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng |
| collection |
DSpace |
| language |
eng |
| description |
Chapter 1.Introduction; Chapter 2.Literature review; Chapter 3.Experimental program; ... |
| author |
Phan Dinh Hao |
| spellingShingle |
Phan Dinh Hao Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| author_facet |
Phan Dinh Hao |
| author_sort |
Phan Dinh Hao |
| title |
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| title_short |
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| title_full |
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| title_fullStr |
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| title_full_unstemmed |
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial |
| title_sort |
seismic behavior of full-scale concrete filled steel tubular (cfst) columns with high axial |
| publisher |
National Taiwan University of Science and Technology |
| url |
https://dlib.udn.vn/module/chi-tiet-sach?RecordID=2933 |
| _version_ |
1848657535522832384 |