Research Article
Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame
Figure 16
Damage observations of URM walls after Test Run-3. (a) Pulling out of column from foundation. (b) Flexural cracking at top end of first storey. (c) Level of cracking and spalling (1st storey). (d) Level of cracking (2nd storey).
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(b) |
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