Non-Linear Time History Analysis of Moment Frame Structure with Performance-Based Approach on Different Concrete Compressive Strengths
The non-linear time history analysis and Pushover analysis are performed on the two models of different compressive strengths but of the same element and component sizes by keeping the same reinforcement arrangement. The concrete strengths were 30Mpa and 40Mpa. The structure was first analysed based...
محفوظ في:
| المؤلف الرئيسي: | |
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| منشور في: |
2023
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| الوصول للمادة أونلاين: | https://bspace.buid.ac.ae/handle/1234/3372 |
| الوسوم: |
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