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; ...
Đã lưu trong:
| Hovedforfatter: | Phan Dinh Hao |
|---|---|
| Sprog: | eng |
| Udgivet: |
National Taiwan University of Science and Technology
|
| Online adgang: | https://dlib.udn.vn/module/chi-tiet-sach?RecordID=2933 |
| Tags: |
Tilføj Tag
Ingen Tags, Vær først til at tagge denne postø!
|
| Thư viện lưu trữ: | Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng |
|---|
Lignende værker
-
Load-carrying capacity of circular concrete filled steel tubes under axial loading: Reliability analyses
af: Vui, Cao Van, et al.
Udgivet: (2025) - Investigation into the relative sliding effect between steel tube and concrete core on eccentric compression resistant of concrete filled steel tube columns
-
Concrete buildings in seismic regions
af: Penelis, George G
Udgivet: (2014) -
Experimental study of composite steel-concrete column with several fully encased steel profiles subjected to simple bending
af: TRẦN, VĂN TOẢN
Udgivet: (2024) -
Study on the behaviors of steel fiber reinforced concrete
af: Đặng, Văn Phú
Udgivet: (2024)