Design behaviour of cold-formed steel encased composite beam with protruded link
Composite action of a structural member can be obtained with the combination of concrete and steel. This composite action is achieved through the use of a shear connector. The shear connector resists the horizontal shear by producing vertical interlocking between the concrete slab and steel beam, as...
محفوظ في:
المؤلف الرئيسي: | Buhari, Suffian |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2018
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/79049/1/SuffianBuhariMFKA2018.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Behaviour of cold-formed composite beam with bent-up bar as shear connector encased with self-compacting concrete
بواسطة: Ali Salih, Musab Nimir
منشور في: (2020) -
Structural behaviour of composite beams with cold formed steel section
بواسطة: Ahmed Bamaga, Saleh Omar
منشور في: (2013) -
Structural behaviour of an innovative precast cold-formed steel ferrocement as composite beam
بواسطة: Alhajri, Talal M. H. F.
منشور في: (2014) -
Structural performance of cold-formed steel with self-compacting concrete in a composite beam system
بواسطة: Muhammad Lawan, Mustapha
منشور في: (2015) -
Behaviour of pin partial strenght beam-to-column connections with double channel cold-formed steel sections
بواسطة: Tan, Cher Siang
منشور في: (2009)