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y the argument of breaking Floer trajectories. Due to finite energy,<br />

E(u) ≤ liminf<br />

h→+∞ E(uh) ≤ËL1(γ1) +ËL2(γ2) −�H1⊕H2(x),<br />

we find by removal singularities (Proposition 6.4) a continuous extension of u to the corner points<br />

(0, 0) and (0, 1). By (195) and (196) we have<br />

(u(0, 0), −u(0, 1)) ∈ N ∗ ∆ Θ M, π ◦ u(0, 0) = π ◦ u(0, 1) = c(0) = c(1).<br />

It follows that the two components of the closed curve c coincide at the starting point, so they<br />

describe a figure-eight loop, and u belongs to M K 0 (˜γ1, ˜γ2; ˜x). Since the latter space is empty<br />

whenever<br />

m Λ (˜γ1) + m Λ (˜γ2)) − µ Θ (˜x) < n,<br />

the index assumption (193) together with (194) and (197) implies that ˜γ1 = γ1, ˜γ2 = γ2, and<br />

˜x = x. We conclude that<br />

u ∈ M K 0 (γ1, γ2; x).<br />

We can also say a bit more about the convergence of (uh) towards u:<br />

6.7. Lemma. Let dh : [0, 1] → M × M be the curve<br />

dh(s) := π ◦ uh(αhs, 0) = π ◦ uh(αs, 1).<br />

Then (dh) converges uniformly to the constant curve c(0) = c(1).<br />

Proof. It is convenient to replace the non-local boundary conditions (189), (190) by local ones, by<br />

setting<br />

ũh : [0, +∞[×[0, 1/2] → T ∗ M 4 , uh(s, t) := (uh(s, t), −uh(s, 1 − t)).<br />

Then ũh solves an equation of the form<br />

∂ J, ˜ H (ũh) = 0,<br />

for a suitable Hamiltonian ˜ H on [0, 1/2] × T ∗ M 4 , and boundary conditions<br />

Then the rescaled map<br />

solves the equation<br />

with boundary conditions<br />

π ◦ ũh(0, t) = (ch(t), ch(1 − t)) for 0 ≤ t ≤ 1/2, (198)<br />

ũh(s, 0) ∈ N ∗ ∆M×M for 0 ≤ s ≤ αh, (199)<br />

ũh(s, 0) ∈ N ∗ ∆ Θ M for s ≥ αh, (200)<br />

ũh(s, 1/2) ∈ N ∗ ∆M×M for s ≥ 0, (201)<br />

lim<br />

s→+∞ ũh(s, t) = (x(t), −x(1 − t)). (202)<br />

vh : [0, +∞[×[0, 1/(2αh)] → T ∗ M 4 , vh(s, t) = ũh(αhs, αht),<br />

∂Jvh = αhJX ˜ H = O(αh) for h → 0,<br />

π ◦ vh(0, t) = (ch(αht), ch(1 − αht)) for 0 ≤ t ≤ 1/(2αh), (203)<br />

vh(s, 0) ∈ N ∗ ∆M×M for 0 ≤ s ≤ 1, (204)<br />

vh(s, 0) ∈ N ∗ ∆ Θ M for s ≥ 1, (205)<br />

vh(s, 1/(2αh)) ∈ N ∗ ∆M×M for s ≥ 0, (206)<br />

lim<br />

s→+∞ vh(s, t) = (x(αht), −x(1 − αht)). (207)<br />

101

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