Nonlinear Site Response Analysis Using SASW Data in the New Madrid Seismic Zone (USA): Case Study : Table 1

Table 1: Conversion of mb to Ms values according to the relationship mb=0.56Ms+2.9 [5].

m_b	4.0	4.4	4.7	5.1	5.5	7.5	log n(M) =a+bM [6]
M_s	1.9	2.6	3.3	4.0	4.7	8.2
n	89	42	21	6	5	1	log n(m_b)=3.86 ±0.65 –0.54±1.13 m_b r=0.946
N	164	75	33	12	6	1	log N(m_b)= 4.47±0.73 –0.62±1.13 m_b r=0.963
							log n(M_s)=2.31±0.65 –0.30±2.04 M_s r=0.954
							log N(M_s)= 2.67±0.73 –0.35±2.04 M_s r=0.969