Structural behaviour of cold-formed S700 high strength steel tubular members after exposure to fire
High strength steel tubular members have been increasingly used in civil engineering due to their exceptional mechanical strengths. Significant improvement of high strength steel design guidance at ambient temperature has been achieved in recent years. However, the structural behaviour and design of...
محفوظ في:
المؤلف الرئيسي: | Zhong, Yukai |
---|---|
مؤلفون آخرون: | Zhao Ou |
التنسيق: | Thesis-Doctor of Philosophy |
اللغة: | English |
منشور في: |
Nanyang Technological University
2022
|
الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/156784 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire
بواسطة: Zhong, Yukai, وآخرون
منشور في: (2022) -
Experimental and numerical investigations of S700 high strength steel tubular section stub columns after exposure to elevated temperatures
بواسطة: Zhong, Yukai, وآخرون
منشور في: (2022) -
Post-fire behaviour and residual resistances of S700 high strength steel tubular section stub columns under combined loading
بواسطة: Zhong, Yukai, وآخرون
منشور في: (2022) -
Flexural buckling behaviour and residual strengths of S700 high strength steel circular hollow section columns after exposure to fire
بواسطة: Koh, Alicia
منشور في: (2021) -
Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending
بواسطة: Zhong, Yukai, وآخرون
منشور في: (2022)