Non-linear analysis of botlted flush endplate steel beam-to-column connections
In the typical steel building construction, steel connections are playing a crucial part in the construction to connect two different members into a desired length as specified by the architect. In modern building industry, it is a challenge for design engineers to provide simple steel connections t...
محفوظ في:
المؤلف الرئيسي: | Chou, Ka Chun |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2017
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/85788/1/CHouKaChunMFKA2017.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Non-linear analysis of a symmetric flush end plate bolted beam-to-column steel connection
بواسطة: Ahmad, Che Husni
منشور في: (2005) -
Beam-to-column connection using hollow steel section for precast concrete frames
بواسطة: Majid, Mohamad Zaki
منشور في: (2010) -
Analytical and numerical modeling of flush end-plate connection system with built-up hybrid beam
بواسطة: Mohamed Omer, Joma Hamed
منشور في: (2013) -
Behaviour of pin partial strenght beam-to-column connections with double channel cold-formed steel sections
بواسطة: Tan, Cher Siang
منشور في: (2009) -
Predicting the behaviour of flush end plate connections using strain gauges
بواسطة: Tuah, Norhashila Shuhada
منشور في: (2009)