Investigation into the relative sliding effect between steel tube and concrete core on eccentric compression resistant of concrete filled steel tube columns
محفوظ في:
| اللغة: | vie |
|---|---|
| الوصول للمادة أونلاين: | https://dlib.udn.vn/module/chi-tiet-sach?RecordID=9061 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
| Thư viện lưu trữ: | Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng |
|---|
مواد مشابهة
-
Load-carrying capacity of circular concrete filled steel tubes under axial loading: Reliability analyses
بواسطة: Vui, Cao Van, وآخرون
منشور في: (2025) -
Seismic Behavior of Full-Scale Concrete Filled Steel Tubular (CFST) Columns with High Axial
بواسطة: Phan Dinh Hao -
Experimental study of composite steel-concrete column with several fully encased steel profiles subjected to simple bending
بواسطة: TRẦN, VĂN TOẢN
منشور في: (2024) -
Certain welded stainless steel pipe and tube
منشور في: (1978) -
Pipes and tubes of iron or steel from Japan
منشور في: (1980)