Investigation into the relative sliding effect between steel tube and concrete core on eccentric compression resistant of concrete filled steel tube columns
Αποθηκεύτηκε σε:
| Γλώσσα: | vie |
|---|---|
| Διαθέσιμο Online: | https://dlib.udn.vn/module/chi-tiet-sach?RecordID=9061 |
| Ετικέτες: |
Προσθήκη ετικέτας
Δεν υπάρχουν, Καταχωρήστε ετικέτα πρώτοι!
|
| Thư viện lưu trữ: | Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng |
|---|
Παρόμοια τεκμήρια
-
Load-carrying capacity of circular concrete filled steel tubes under axial loading: Reliability analyses
ανά: Vui, Cao Van, κ.ά.
Έκδοση: (2025) -
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial
ανά: Phan Dinh Hao -
Experimental study of composite steel-concrete column with several fully encased steel profiles subjected to simple bending
ανά: TRẦN, VĂN TOẢN
Έκδοση: (2024) -
Certain welded stainless steel pipe and tube
Έκδοση: (1978) -
Pipes and tubes of iron or steel from Japan
Έκδοση: (1980)