Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
Steel frames can be designed as simple, semi-continuous, and continuous construction. However, these types of constructions depend on the type of connections used. Connections are usually classified in design as pinned which is associated with simple construction or rigid which is associated with co...
محفوظ في:
المؤلفون الرئيسيون: | Taher, T. Y., Md. Tahir, Mahmood, Sulaiman, Arizu, Shek, Poingian, Saggaff, Anis |
---|---|
التنسيق: | مقال |
اللغة: | English |
منشور في: |
Penerbit UTM Press
2015
|
الموضوعات: | |
الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/55563/1/MahmoodMdTahir2015_SteelWeightSavingDevelopFromSemiContinuous.pdf http://eprints.utm.my/id/eprint/55563/ http://dx.doi.org/10.11113/jt.v77.6401 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
The economic comparison of multi-storey unbraced steel frames design in semi continuous construction
بواسطة: Md. Tahir, Mahmood, وآخرون
منشور في: (2007) -
Economic aspects of weight saving in the design of braced steel frames using BS5950 and EC3
بواسطة: Taher, Taher Yaseen
منشور في: (2015) -
Wind-moment design of semi-rigid un-braced steel frames using cruciform column (CCUB) section
بواسطة: Shek, Poi Ngian, وآخرون
منشور في: (2015) -
Limiting the sway on multi-storey un-braced steel frames bending on weak axis with partial strength connections
بواسطة: Md. Tahir, Mahmood, وآخرون
منشور في: (2011) -
Economic aspects of partial strength connection in the design of braced steel frame using trapezoidal web profiled steel sections
بواسطة: Md. Tahir, Mahmood, وآخرون
منشور في: (2007)