Journal of Engineering and Applied Science

Table 2 Maximum DD from SATb and SATa

From: Assessment of mitigation alternatives for differential shortening in high-rise reinforced concrete buildings

Building	Max. DD from SATb, mm	Storey	Max. DD from SATa, mm	Storey	% reduction
B_d1	1.82	8	0.93	7	49
B_d2	6.37	6	2.86	6	55
B_d3	2.28	13	1.14	10	50
B_d4	3.83	11	1.46	11	62
B_d5	6.76	22	3.53	23	48
B_d6	12.13	27	1.94	24	84
B_d7	10.48	27	4.70	27	55
B_d8	13.03	31	3.06	33	77

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