• 제목/요약/키워드: crooked line

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Enhancement of Seismic Stacking Energy with Crossdip Correction for Crooked Survey Lines

  • Kim, Ji Soo;Lee, Sun Jung;Seo, Yong Seok;Ju, Hyeon Tae
    • 지질공학
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    • 제24권2호
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    • pp.171-178
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    • 2014
  • In seismic reflection data processing, the crossdip correction effectively focuses the stacking energy near the sharp bends of a crooked survey line. Additionally, approximate 3-D information on the reflector (e.g., true crossdip angle and lateral continuity) are locally investigated as a by-product of the crossdip correction procedure. Improvement of the signal-to-noise ratio and estimation of reflector crossdip attitude are tested, in terms of both common midpoint bin direction and processing-line type, using synthetic seismic reflection data. To effectively image the reflection energy near bends in seismic survey lines, straight-line binning is preferred to slalom-line binning.

다중이동로봇의 장애물 회피 및 경로계획 알고리즘에 관한 연구 (A Study on the Obstacle Avoidance and Path Planning Algorithm of Multiple Mobile Robot)

  • 박경진;이기성;이종수
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2000년도 하계종합학술대회 논문집(5)
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    • pp.31-34
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    • 2000
  • In this paper, we design an optimal path for multiple mobile robots. For this purpose, we propose a new method of path planning for multiple mobile robots in dynamic environment. First, every mobile robot searches a global path using a distance transform algorithm. Then we put subgoals at crooked path points and optimize them. And finally to obtain an optimal on-line local path, ever)r mobile robot searches a new path with static and dynamic obstacle avoidance.

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전달강성계수법에 의한 직선형 구조물의 시간 이력응답 해석알고리즘에 관한 연구 (A Study on the Analysis Algorithm of Time Historical Response of Straight-line Structure by the Transfer Stiffness Coefficient Method)

  • 문덕홍;강현석;최명수
    • 동력기계공학회지
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    • 제3권1호
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    • pp.74-79
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    • 1999
  • This paper describes formulation for algorithm of time historical response analysis of vibration for straight-line structure. This method is derived from a combination of the transfer stiffness coefficient method and the Newmark method. And this present method improves the computational accuracy of the transient vibration response analysis remarkably owing to several advantages of the transfer stiffness coefficient method. We regarded the structure as a lumped mass system here. The analysis algorithm for the time historical response was formulated for the straight-line structure containing crooked, tree type system. The validity of the present method compared with the transfer matrix method and the Finite Element Method for transient vibration analysis is demonstrated through the numerical computations.

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현사시나무(Populus alba × P. glandulosa)의 부정아유래조직(不定芽由來組織) 및 Dimple의 조직특징(組織特徵) (Anatomical Diagnoses Derived from the Adventitious Buds and Dimples in the Populus alba × P. glandulosa)

  • 박상진;강선구;조재명
    • 한국산림과학회지
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    • 제71권1호
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    • pp.55-58
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    • 1985
  • 현사시나무에 흔히 분포(分布)하는 부정아유래조직(不定芽由來組織)과 dimple 및 그 주변조직(周邊組織)의 특징(特徵)을 조사(調査)한 결과(結果)는 다음과 같다. 부정아유래조직(不定芽由來組織)은 도관(導管)이 거의 발달(發達)하지 않으며 구성세포(構成細胞)의 직경(直徑)이 작고 벽후(壁厚)가 두껍다. 주변조직(周邊組織)은 목섬유(木纖維)가 만곡(彎曲)하고 격벽세포(隔壁細胞)를 형성(形成)하는 경우가 많으며 방사방향(放射方向)으로 급격(急激)히 만곡(彎曲)하고 방사조직(放射組織)이 다열화(多列化)한다. 또 부정아유래조직(不定芽由來組織) 및 dimple에 인접(隣接)한 선상변색부(線狀變色部)의 도관(導管)에는 상해(傷害) 타일로시스가 발달(發達)한다.

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