The behavior of Tapered High Strength Concrete Filled Steel Tube (CFST) Column connected to Encased Steel Reinforced Concrete Composite (SRC) Column
The use of Convectional Concrete Column is often limited in high-rise Buildings due to the constraint from the architects on increasing size of the columns, so the composite columns provide appropriate solution to satisfy the architect and the Client with smaller column size. Nowadays, Composite Col...
محفوظ في:
| المؤلف الرئيسي: | Abdelhamid Azzazy, Yasser (author) |
|---|---|
| منشور في: |
2020
|
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://bspace.buid.ac.ae/handle/1234/1820 |
| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Flexural Behavior of Concrete-Filled Steel Tubes (CFSTs) using Recycled Aggregate Concrete (RAC)
حسب: Abdelmageed, Yosri Izzeldin Hassan
منشور في: (2019) -
Behavior of Concrete Filled Steel Tube (CFST) Under Different Loading Conditions
حسب: Abdalla, Suliman Hassan
منشور في: (2012) -
Effect of Concrete Type on Flexural Behavior of Concrete Beams Reinforced with HSS Bars
حسب: Aldabagh, Saif Maad
منشور في: (2016) -
Mechanical and durability properties of ultra-high performance steel FRC made with discarded materials
حسب: Abdelrahman Abushanab (17268940)
منشور في: (2021) -
Use of Internal Structural Steel Strip Bands as Shear Reinforcement in Concrete Beams
حسب: Ahmed, Salma Nasser Korany Megahed
منشور في: (2017)