Performance-based blast resistant design of reinforced concrete frame structures under distant explosions
Numerical finite element analyses to evaluate the structural dynamic responses are performed on a six-storey reinforced concrete frame structure under distant explosion conditions. To keep the localized responses of the blast-loaded members under control in meeting the expected performance level, a...
محفوظ في:
المؤلف الرئيسي: | Rong, Haicheng |
---|---|
مؤلفون آخرون: | Li Bing |
التنسيق: | Theses and Dissertations |
اللغة: | English |
منشور في: |
2008
|
الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/11991 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
المؤسسة: | Nanyang Technological University |
اللغة: | English |
مواد مشابهة
-
Numerical modeling of explosion of reinforced concrete magazine : effects of explosive configuration
بواسطة: Teo, Yongyang.
منشور في: (2010) -
Numerical modeling of explosion of a reinforced concrete magazine : effect of steel reinforcements
بواسطة: Wang, Wen Feng.
منشور في: (2010) -
Drift-controlled design of reinforced concrete frame structures under distant blast conditions — Part II : implementation and evaluation
بواسطة: Li, Bing, وآخرون
منشور في: (2012) -
Drift-controlled design of reinforced concrete frame structures under distant blast conditions - Part I : theoretical basis
بواسطة: Li, Bing, وآخرون
منشور في: (2012) -
Residual strength of blast damaged reinforced concrete column
بواسطة: Bao, Xiaoli
منشور في: (2008)