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

Journal of Engineering and Applied Science

Table 3 Maximum differences between moments from OA and SAT with/without mitigation

Building	Max. diff. % bet. OSAb & SATb	Storey	Max. diff. % bet. OSAa & SATa	Storey	% reduction
B_d1	47	9	28	9	40
B_d2	38	9	17	9	55
B_d3	113	18	34	14	70
B_d4	56	19	28	19	50
B_d5	99	29	71	20	28
B_d6	554	38	97	21	82
B_d7	119	39	53	40	55
B_d8	151	50	26	46	83