A1. Rate-and-State Equations We use the expression for seismicity rate R as a function of state variable under secular tectonic shear stressing rate . Under constant shear stressing rate at each location reaches a steady state, and is expressed as πΎπ = 1 (1) πΜ At steady state, the seismicity rate R equals the background rate r since R is given by the following equation π = π (2) πΎπΜ If there is no stress perturbation, then seismicity rate is constant but in the opposite case the state variable of the system g n-1 before the event evolves co-seismically to a new value g n , πΎπ = πΎπ−1 ππ₯π ( −ΔπΆπΉπΉ ) (3) Απ where As is a constitutive parameter times the effective normal stress, which varies between 0.1 and 2 bars. The seismicity rate within the time period Dt is transient and given sufficient time recovers, providing a new state variable for the system given by equation 1 −Δπ‘πΜ 1 πΎπ+1 = [πΎπ − ] ππ₯π [ ]+ (4) πΜ Απ πΜ In our implementation the time period Δπ‘ is taken as the interevent time between successive events within a specific cluster (Table A2). The duration of the transient effects has an inverse proportional relation with the tectonic loading rate [Parsons, 2002] implying that if we give sufficient time, even in cases of slow stressing rates, the transient seismicity will eventually disappear. A2. Definition of log-likelihood metrics The modified N test evaluates the consistency between the forecast and observed number of events within a test area. Zechar et al. [2010] improved the original N test metric by introducing the following equations, πΏ1 = 1 − πΉ(ππππ − 1|ππΉ ) (1) πΏ2 = πΉ(ππππ |ππΉ ) (2) where πΉ(π₯|π) is the right-continuous Poisson cumulative distribution function with expectation model. evaluated at .and NF is the forecast number of events determined by the