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...

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Bibliographic Details
Main Authors: Rizwan Muhammad, Shah Syed Azmat Ali
Format: Article
Language:English
Published: Sciendo 2021-06-01
Series:Civil and Environmental Engineering
Subjects:
Online Access:https://doi.org/10.2478/cee-2021-0004