- Page 2: c○ Copyright byWon Hee Lee2008
- Page 7 and 8: ACKNOWLEDGMENTSThanks be to God, my
- Page 10 and 11: 3. BUNDLE BLOCK ADJUSTMENTWITH 3D N
- Page 13 and 14: CHAPTER 1INTRODUCTION1.1 OverviewOn
- Page 15 and 16: y an intersection employing more th
- Page 17 and 18: similarity of geometric properties
- Page 19 and 20: straight linear features or formula
- Page 21: • Bundle block adjustment by the
- Page 25 and 26: [60], Ebner and Ohlhof(1994) [16],
- Page 27 and 28: a complicated problem. The developm
- Page 29 and 30: ⎡⎢⎣x i − x py i − y p−f
- Page 31 and 32: x p = −f (X A + t · a − X C )r
- Page 33 and 34: surfaces and terrain models in 2D a
- Page 35 and 36: f(u) − e(u) = g(u)f(u) − e(u) =
- Page 37 and 38: Tankovich[69] used linear features
- Page 39 and 40: (a) 0th order continuity (b) 1st or
- Page 41 and 42: Cardinal splineA Cardinal spline is
- Page 43 and 44: 2.3.2 Fourier transformFourier seri
- Page 45 and 46: For other polyline expressions, Aya
- Page 47 and 48: Each segment of a natural cubic spl
- Page 49 and 50: ⎡⎢⎣2 11 4 11 4 1· · ·1 4 1
- Page 51 and 52: 3.2 Extended collinearity equation
- Page 53 and 54: R −1 = R T . The matrix R T (= R
- Page 55 and 56: dx p = M 1 dX C + M 2 dY C + M 3 dZ
- Page 57 and 58: In this research, the arc-length pa
- Page 59 and 60: =√∫ √√√ ()ti+1−f u′ (
- Page 61 and 62: This equation can be replaced with
- Page 63 and 64: order polynomial using Newton’s d
- Page 65 and 66: y collinearity equations, tangents
- Page 67 and 68: d tan(θ t ) = w′ (v ′ w − w
- Page 69 and 70: y each two points, which are four e
- Page 71 and 72: +M 14 db i3 + M 15 dc i0 + M 16 dc
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collinearity model are described in
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[ ] [ ] [ ]N11 N 12 ˆξ1 c1N12T =N
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systematic errors in the image spac
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interval based on the normal distri
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1 ∂Φ2 ∂l= (X C + d 1 l − a i
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about splines, their relationships,
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cubic spline in the image and the o
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The redundancy budget of a tie poin
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of bundle block adjustment is requi
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ξ kiSP = [ da i0 da i1 da i2 da i3
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Spline location parametersImage 1 I
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Spline location parametersImage 1 I
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5.3 Recovery of EOPs and spline par
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Table 5.7 expressed the convergence
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Iteration with an incorrect spline
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Vertical aerial photographData 9 Ju
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All locations are assumed as on the
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of the Gauss-Markov model correspon
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estimation is obstacled by the corr
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Interior orientation defines a tran
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+ fu ( w2 31 (X i (t) − X C ) + s
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A.2 Derivation of arc-length parame
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+2f( t [1 + t 2) − 1 22s 12 (Y i
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+Du ′ ( t 1 + t 22)2r 11 t + Dv
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A 17 = t [2 − t 1 16 2 f(t 1) −
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1−u ′ w − w ′ u {w′ [s 21
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BIBLIOGRAPHY[1] Ackerman, F., and V
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[24] Haala, N., and G. Vosselman. 1
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[49] Parian, J.A., and A. Gruen. 20
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[73] Vosselman, G., and H. Veldhuis