Strength characterization of the cfrp confined circular reinforced concrete column under high temperature / Muhammad Amir Shafiq Rahamad Ali
High temperatures can do severe harm to reinforced concrete buildings, resulting in strength losses and damaging the mechanical and physical properties of the construction. Strengthened column structures are exposed to the risk of fire occurrence subjecting the structure to high temperatures. There...
محفوظ في:
المؤلف الرئيسي: | Rahamad Ali, Muhammad Amir Shafiq |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2023
|
الوصول للمادة أونلاين: | https://ir.uitm.edu.my/id/eprint/88644/1/88644.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Strengthening of reinforced concrete column using CFRP
بواسطة: Koo, Wee Seng
منشور في: (2002) -
Effect of variable annealing temperatures in Polymerase Chain Reaction / Mohd Khairul Shafiq Ali
بواسطة: Ali, Mohd Khairul Shafiq
منشور في: (2007) -
Behaviour of confined high strength concrete column subjected to concentric and eccentric loads
بواسطة: Song, Yu Ming
منشور في: (2012) -
Cyclic behaviour of reinforced concrete columns internally confined by carbon fibre reinforced polymer strips
بواسطة: iAbdul Halim, Nur Hajarul Falah
منشور في: (2020) -
Behaviour of externally confined high strength concrete column under uniaxial cyclic compression
بواسطة: Lee, Hoong Pin
منشور في: (2011)