Improvement of structural stability for multi – storey building by using composite column and cable connection
Two methods for the improvement of structural stability of the building are introduced. These methods ensure that the structural building is safe, reliable and economy with the production of small deflection against seismic loading and any other external effect. The application of composite column a...
محفوظ في:
المؤلف الرئيسي: | Arvin, Yashar |
---|---|
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
2010
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/11236/1/YasharArvinMFKA2010.pdf |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Predicting progressive collapse for multi storey precast concrete building with different structural systems
بواسطة: Wong, Gilbert Pak Kai
منشور في: (2012) -
Bolted Connection Design Recommendation of Nyatoh Hardwood for Retrofitting the Unreinforced Masonry Buildings
بواسطة: Xavier Langit, Ujan
منشور في: (2023) -
Stability of a six storey steel frame structure
بواسطة: Salehuddin, Shamshinar
منشور في: (2011) -
Behavioural characteristics of precast beam to column connections
بواسطة: Ismail, Che Mimi Suriyani
منشور في: (2014) -
Nonlinear behaviour of beam-to-column connection in reinforced concrete industrialised building system
بواسطة: Moghadasi, Mostafa
منشور في: (2013)