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About Mario Asneindra (0707132031)
This document analyzes the performance of an irregular building structure, the Dang Merdu Tower of Bank Riau Kepri, under earthquake loads based on two different standards: SNI 03-1726-2002 and the draft RSNI3 03-1726-201X. The results showed that under RSNI3 03-1726-201X, base shear forces increased by 27.85% and drift increased by 34.94-32.85% compared to SNI 03-1726-2002. While SNI 03-1726-2002 allows an intermediate moment frame with shear walls, RSNI3 03-1726-201X requires a special moment frame with special shear walls
Detailed Information
Author: | ['Leo Barus'] |
---|---|
Publication Year: | 2016 |
Pages: | 15 |
Language: | English |
Format: | |
Price: | FREE |
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