Seismic Damage Assessment of Deficient Reinforced Concrete Frame Structures
In order to assess the seismic damage response of reinforced concrete deficient, weak beam-column connection frame structures, this study presents experimental shake table testing on representative 1/3rd reduced size and double story frame models. Two test models were considered for experimental tes...
Main Authors: | Rizwan Muhammad, Shah Syed Azmat Ali |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2021-06-01
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Series: | Civil and Environmental Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/cee-2021-0004 |
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